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Home My WebLink About0126.97 Truss Plans DFC-20-1995 21�59 4105490?57 P'.18 * CABO MEC 93 COMPLIANCS + , Builder Ryland Homes Submitted By R.H. Tracey Page 1 of 2 Model Danbury Date 12-20-1995 Optiona Full Bsmt . Wall Ineul . Deg.Daye 5670 Columbus Type Single Family Filename danbu00� -------------- ------------------- Uo Totals � Proposed � Required ---- -------------- ---- Component Area Uo Tota1 Uo Total Walls 2364 . 111 262 .130 305 Ceilings 1194 . 032 38 . 027 33 Floors 294 . 047 14 . OSO 15 ------------------ --------------- � Floors (Open) 22 .-047 1 . 02� 1 Hsmt Walls 936 . 080 53 . 097 62 . --"------------------------------------ This House Quali�ies With Total Total � 368 � � 415 U-Value Calculationa ------- --------------------------- Specifications Vo Calculations -----------------------------------------------p----------------------�-------- Walls Size O.C. Insul . Sheat . Com onent Area U-Val Total A Frame 3 .S 16 I3 4 . 0 Frame Wall A 1700 . 061 105 _3 B Frame 5 . 5 16 13 4 . 0 FYame Wall H C Frame-Gar. 3 .5 16 13 .45 Frame-Gar. 0 150 . 082 12 . 31 D Masonry 8 N/A 11 N/A Masonry D E Basement 8 N/A 11 N/A Ring Joist 9. 5 16 19 4 . 0 Ring Joist. 212 . 046 9 . 756 ------- ---------------------------- Window A 261 .48 125 . 2 Doors Panel G1ass S .C. Window B A Metal .19 . 62 . 88 Window C � B Wood .46 . 62 . 88 Door A-P3ne1 38 .19 7. 22 C Other poor A-Glaea 3 . 62 1 . 86 ---------- ------------------_------ Door B-Pane1 Ceilings O.C. Insu1 . Sheat . Door B-Glass A W/Attic 24 30 N/A Door C-Panel B No Attic 16 19 . 63 Door C-Glaea C Other Totals 23b4 � 261 . 8 -----------�---------------------- Uo= (Ut/At) . 111 Floors O.C. Insul. Cover --------------------------------- A Non Cond. 16 19 1.23 Ceiling A 1194 . 032 38 .3 B Overhang 16 19 1.23 Ceiling B C OtheY N/A S 1 .23 Ceiling C ----------------------------------- 5kyight A Windows u-Val S . C. Skylight B A Vinyl .48 . 88 Skylight C B Wood .52 . 88 Totala 1194 38 .3 C Uo=Ut/At . 032 ------Y-g------------------ - ----------- ----------------------- Sk li hts II-Val S.C. A Standard . 62 . 88 B xigh Perf. NOTTCE: IIsers of this software are regponsible C Other for the specifications and dimensional data --------------------------- used to generate this report. The developera of HVAC Equip; Rating' the software are in no way responeible for the Gas AFUE . 78 miarepesentation of any building due to errors, HP HSPF 6 . 8 omissiona, or any other misuse of the software. AC/HP SEER 10 i� _-__ DEC-20-1995 21�51 4105490757 P.19 • . • � Builder Ryland Homes Submitted By R.Fi. Tracey Page 2 of 2 Model Danbury Date 12-20-1995 Optiona Full Bsmt . Wall Insul . Deg.Days 56�0 Co�umbue Type Single Family Filename danbuo0a _°=°______°____°°------------- -------=_°°---------------------- . - ---- --------- --=---------------°------ Dimen5ione �-- -'-'- ------------------------------------------ --------------------- ------- ------ Walls Frame A � Frame B � _ �Gar.Com.C� Maeon.D� Mason.E � ------------- ------------------- -------- -------------------------- Sasement Bsmt . I Bsmt. I 952 lst Floor 784 lst Floor 168 BamC , 2nd Floor 1184 3rd Floor Misc. � M1SC. Ring Area 212 I I ------- ---------------------------—-------------------- -------------- Windows Vinyl 245 I I I I I I ,i16 Wood -- ---- ------------------------ ----------------------------------------- Doors iG=Glase Area - 0=0paque Area) Metal G 3 0 2a 1a Wood G O � Other G O --------g---------------------------------------- --------------------------- Ceilin s with Attic No attic Other sasement Wall a- 1194 I ' Depth Selow Grade - 7 -------------------------------------------------- Ineulation Depth '- 8 Std.Skylites Basement Wall B- • HP Skylites I I I nepth selow Grade - Other Insulation Depth ,- ----------------------------- ---------------------- Floors I No294ond. :' I ov2zhang I Slab ?IindpwslQty. l Description IQty. l Description IQty. l Description I 3 2820 1 5040 10 3250 2 3230 1 3030 1 6068 GLASS DOOR Doors Qty. Descript:ion Qty. De9CYiption Qty_ DeSCriptioti I 1 IGAR. WALL DOOR I 1 IENTRY DOOR I I � I r �3 ' 3 O 3.� � v G � � Cc t�� .. ,' � ' . . . . . . . ' -��: 1 DEC-20-1995 21�51 4105490757 P.20 * CABO MEC 93 COMPLIANCE * Builder Ryland Homes Submitted By R.H. Tracey Page 1 of 2 Model banbuYy Date 12-Zp-1995 Options Slab Deg,Days 5670 Columbua Type Single Family Filename danbu00s ------------------------------ --------- - Uo Totals � Proposed � Required ----------------------------------�----- Component Area Ua Total IIo Total ; Walla 2253 . 111 250 .130 293 Ceilings 1194 . 032 38 . 027 33 Floors 294 . 047 14 .050 15 --------------- --- ----- ---------- Floors (Open) 22 . 047 1 . 027 1 Slab Edge (U) 119 .410 49 .426 Si -------------------- ------------------- This House Qualifies With Total Total � 352 � � 392 U-Value Calculatione ' ---------------------------------------- specifications Uo Calculations -----------------------------------------------p------------------------------ Walls Size O.C. Insul . Sheat . Com onent Area U-Val Total A Frame 3 . 5 16 13 4 .0 Frame Wall A 1700 . 061 105 . 3 B Frame 5 . 5 16 13 4 . 0 Frame Wall B C Frame-Gar. 3 . 5 16 `13 .45 Frame-Gar.0 150 . 082 12 . 31 D Masonry 8 N/A 11 � N/A Masonry D E Sasement 8 N/A 11 N/A Ring Joist 9 . 5 16 19 4 . 0 Ring Joist 117 . 046 5 . 384 ---------------------------*------- Window A 245 .48 117 . 6 Doore Panel Glass S.C. window B A Metal . 19 . 62 . 88 Window C B Wood .46 . 62 . 88 Door A-Panel 38 . 19 7 . 22 C Other � Door A-Glass 3 . 6� 1. 86 ------- -------------------------- -- Door B-Panel Ceilings O.c. Insul . Sheat . Door B-Glass A W/Attic 24 30 N/A Door C-Pane1 B No Attic 16 19 , 63 Door C-Glass C Other ToGals 2253 � 249 . 7 ----------------------------------- Uo= (Ut/At) _111 Floors O.C. Insul . Cover ----------------------------------- A Non Cond. 16 19 1 . 23 Ceiling A 1194 . 032 38 .3 H Overhang 16 19 1.23 ceiling B C Other N/A 5 1. 23 Ceiling C ---------------------------- ------ Skyight A Windows II-Val S .C. Skylight B A vinyl .48 . 88 skylight C ; B Wood .52 . BS ToCals 1194 38 .3 C Uo=Ut/At . 032 ---------------------------- ----------------------------------- Skylighta U-Val S.C. A Standard . 62 .'88 � B High Perf_ NOTICE: Users of this software are responsible C Other for the specifications and dimensional data -----------=----- --- -------- used ta generate thie report . The developers of HVAC Equip Rating the software are in no way reaponsible £or the Gas AFUE . 78 misrepesentation of any building due to errors, HP xSPF 6 . 8 omissione, or any other miauae of tha software. AC/HP SEER 10 . . � DEC-20-1995 21�52 4105490757 �.21 Page 2 of 2 Builder Ryland Homes Submitted By R.H_ Tracey Model Danbury Date 12-2p-1995 Options Slab Deg.Days 5670 Columbus Type Single Family Filename danhuo0s ________________________________°_°°___________°___________�===�a=��==_____��_ Dimensions ---------------------------------------------------------------------------- Walls � Frame A � Frame B � �Gar.Com.C� Mason.D� Mason.E � • --------------------------- --- ----- ------------------------ -- ----- ---------- Basement Bsmt . gsmt . I lst Floor 784 lst F1oor 168 Bsmt . 2nd Floor 1184 ' 3rd Floor MiSC. M1sC. Ring Area 117 � � ------------------------ ------------------------------------------- --------- wxndowa ' Vinyl 245 I I I Wood ---------------------------------------------=-----------------------=------ Doors (G=G1ass Area - 0=0paque Area) � Metal G 3 O 20 18 Wood G � O ' Other G O -'----------'--------- ---------------------------------------------—�------ Ceilings I With Attic I No Attic I Other Basement Wall A- � 1194 Depth Selow Grade - ------------------ --------- znsulation Depth - Std Skylitesl ` ' 1 I I Basement Wall B- xP Skylites Depth Below Grade - Other Insulation Depth - ----------------------------------g---------------- Floors I Non Cond., I Overhan I Slab 294 22 119 -------------------------—--------—-------------- WindowslQty. l Description IQty. l Description IQty. l Deecription I 1 5040 10 3250 2 3230 1 3030 1 6068 GLASS DOOR Doprs IQiy. IG�DesWALLtDOOR I41y IENTRYgDOORtion IQty_ I ➢esCription I ------ ____�-__°___°__=====a_°a=�=��=��=�aa________________________�____________-----'- �; i', _ _ r. - TOTHL P.21 • Job Tmss Tmss Type ary PN EL B GEOtA GABLE 5. 1 1 A�4-27 DANBURY EL 9 RH RYlANO 52527aa Eagle Intlustnes,INOPlS. 7.700 s Sep 20 1995 MITeM Intlusines,Inc. 7ue Ju127 10:06:57 1996 Page 1 { i tioo �b� �b� � tiaa tloo att-� �i I AXM1= I 2 6.00 12 � I 0 � M ^ °I Io � � 4 3 3x4.= _ 4x4= 3x4= _ 36a0 � ]60O _ — LOADINO(psf) SPAGING 2�-0 CSI OEFL (m) (loc) I/EM PLATE3 ORIP I TCLL 20.0 PWtes Increase 1.75 TC 0.00 VM(�I.) 0.00 I ^ M20(20ga) 19a162 I TCDL 10.0 lumber lncrease 1.15 BC 0.00 VM(TL) 0.00 ! '^ BCLL 0.0 Rep Stress Incr VES WB 0.00 Fbrz(R) 0.00 Na I BCDL 70.0 CaEe UBC.94 Min Lm9tti/LL dell=360 WeigM:713(IOS) LUMBER BRACIN6 I TCP CNORD ]X 4 SVP No.2 TOP CHORD SheaMeC BOT CHORD 2 X<SVP No.2 80T CHORD Rigid ceiling tltrectly applieQ or 10-00-00 on center braring Except: O7HERS 2 X 4 SVP No.3 1-0:3J.12 FORCES NOTES I t)Gable�equirea mntinuous Oottom clwrd bearing. . 2)Gable rtutla spaced at 16 inchn on�centM. Jj GaOte stutls aceeding 72 inches lenglh to be lataally DracM at mi0po'u�l.Fof studs ezposeE to wintl,see MRek StantlaN Gable En0 DMaii". i 4)Stutls to he fastenetl wk��<M20 pWtes. LOAO CASE(5) Slantlartl i � _ � j � � I I ' ��..f�r�rr�.�. - . ` �;F KENT ''•,: �,�N�nuue,,, � -;?�C. ..........U?�v'y I �MU��u� ••°�.�`��N W: CAN�F•� c'". . SiEAH L W. ' I �a+`�ZE OF Q,�,�� 'S'� ;��v�Jify^o,9 � C g ER i ,• fi��,,...... y/�'•., N, _ `�:. 147 8� ;� ' ; �-;,, "�,. �� = 2Q612 � O ;a,� — �.:i�Pj;}'��._� 'iy. �Z • �, SThTE OF : �' yr� �"•��Tc0.�.�<- �: . P.ti:� . .; _ . .? : : '� FS r. (; . a ' �, � .,� � �.i `-c?.]ai •:�x • �.o� �;'��I?.� '��j` �j,��1�l.iiq.t" ,�` � '. . . �, . F•� , v . 4 �� . �, i � t�'t . i � . t+:� S• ,L . •1Ui� �p •:,9, c�c � q, S/C, � E� ,, ;�'F�;•`.'�is.?;�.�°';Y= ''��•,,,,;,�,,,.�� UL 2Y 1556 ; ��'�.S!ONAL�a�� . � �: ;. _. �WARXING-V rljy dsrl9n pnramstm arW ftl.AD XOTLS OX THB AND RLVERSL'SIDE BEFORE VSE. "��`,�`�._�O Desbn vaM b�uu onN wltn Mliek eonneclat l�h desqn b baeed onN upon pa�ameten flwwn.o�W b Ia an MENld�al Dul101np comDOnent 10 ba � Insla�Md and�bOtleC vetlbOlN� AppflCGDNIy OI Cstlpn.pa�Omelen anE pwpsi Inco�porOtbn ol componsnl h�Hponslblllly OI DulitllnQ tlas�pnai-nOt buss _ tlespne�. B�acNp 1Mwn b�o�W�l�OI suppoilrol MNICWI veD memben OnN.Atltllibnal lempo�ary braCYq to hxuw stabYltY d��0�e^s��bn k I�s . IMCplILO14��'OI 1110 OI�C�OI.ACCI�WIIOI�lITOOMI bIOLIOQ�AI 11�!OVNOX S�IUC�N! k ��s rnpontlbWty ol iM buOCMp tlmlpne�.Fo�Osnerci Qeqanc� . ieqci�i�Q�abikatbn.Quailly conhel.tbwpe.GeNery,aeclbn antl biacinp,consult OSi-BE OualMy StanGarC.OSLGO�meln0ip�clticatbn.antl NI401 `,M iTek� MaMllnQ Intlo111nG antl Irocltp 9�cOmm�ntlNbnOVOYObb I�Om Ouss Pate InitlNte.SBJ D'Ononb OMS.Madkon.W I53110. JaD I Truss Tmss iype Qly Pry EL B I GE02 57St.GBL.S. �7 1 d]419 DANBURY EL B RH RYLAN� 525:7�i5 Eaple Inausinn,INOPIS. J.J00 s Sep 20 1995 MiTek InGUSlnes,Inc Tue Jul 27 10.08:59 199ti Pagc i� �aii-y s+-. � ioso � is�-iz � zi.o-o $i.n.� I, oii.. saa sinx si-rz sa� an� � 4%4= � 3 8.00 12 I 3x5: 3x5. 2 4 � � �I I� a o a � s 3x4= � �2x4 ii 3x8= 3x8= 2n4 n 3x4= . . - �Z_�_� ' I s+. � ioaa � �s�-�z � z,ao s.,d st-tt Stt4 Sa+ PIahORSen(X1�: �1:0-0-0,0.1J�,[5:0.19,0.1JJ I i LOAOINO(psl� SPACINO 2-0-0 C51 DEFL (in) (Ix) I/tlefl PtATE3 GRIP TCLL 20.0 Plates Increase 1.15 TC 0.29 Vert(LL) 0.02 7/6 999 M20(20ga) 19M162 TCDL 70.0 Lumber lncrease 1.15 BC 0.21 VM(iL) 0.03 6/5 999 � BCLL 0.0 Rep SVess Inc YES WB 0.73 Horz(iLJ 0.0'I 5 Na BLOL 10.0 CoCe UBG94 (Matm�) Min Length/LL tle11�360 - WeigM:159(ICS) - LuMBER BRACINO TOP CHORD 2 X 4 SYP No.2 TOP CFIORD SheaNeG or 8-0-0 on crnhr purlin spacing. BOT CHORD 2 X a SYP No.1 BOT CHORD 1-70:fiJ-0,8-9:83-0,7�8:63-0,B-7:BJ-0,S�'i:8J11,9•10:8�3-0. VJEBS 2 X 4 SVP No.3 OTHERS 2 X 4 SYP No.3 � REACTIONS (IEa/size) 10=585-3A.5=651/0-4-0.1=191NJA.9=879/9a8 ��LMOF�ey��i� M�Hoa 1�104(IOaC case J).9:150QaaG cma 2) �. . ..,��•/v �� Mu UpIiR t4=-181(loatl wx 3).5�-94(IOaE case 4),1�-95(Imtl mse 4).9=-47(load wse 4) . �j �•� �• . � M�VM 10:64(Iaatl pse 5).5=851(baE mse 1�.t=220(batl case 5).9=879(load case 1) : . I _ � ;''s�e��Er� w. ';� ? I FORGES ] • i.nB��A � TOP CHORD 1-2=6a,2J>342,3�4�41,4Sz718 �� ' 4g357 • �� 80T CF10R0 5�599,8-7�599,7-8=599,8-9=-J4,9•10�,7-10=0 ;� � Q ; w_ I � WEBS 2-94815.3-8=377.3-8�124.4-8=-012.d�6�11< ' . 7 - �(. ; � I � . Nores '�"�Fn'cv:S��f'�C��,,� � ; I 1)mia t�uss nas been chakee ror unbalanced loaairg conaiNOns a6aut joi�rt 1 �i S' � :• i � Z)cfia tleaG laatl x tl O�9p.esaf fbottum�chortl Ceaa I ad,7 0.0 miles hom huirimnetoceanline,an eRCategoryl�osee Du tlingf.�P ��h��V r�`�7}'�,i�� i �m�a 45.0 try 24.0 wrt�exposuro C(ASCE 7-97). LumDer Inaease= 1.33,Rate Increase= 1.37.Bath mtl veNpb am `,��•••'`,F••}rE,"�•�� I . .. ' F. . l✓ �. i »caoie nuas spacea at te inches on center. �� r;.•• TD��'. 4)Gable stuES ezceeGing 72 inches length to be Wteralty baceE al mitlpoinL Far sNtls expaseE to winQ see MiTek"SWntlartl Gable EnE �� • •• '.f�: � , Deta�r. � `��uu�nrq� � �' .' STEPHEN W. I ,. 5)SWES to be fastened with�4 M20 plates. ��'`1 V '� � • C A B L E R - fi)SIMPSON H25 connectors recommenEed lo cannect W ss to Ceanng walls due lo upliR as fdlavs:O`�.bp<q�av•.bl.a� a��q�,fa3,s. . • , ILOAO CASF�S) SlantlarC `�'l� •�`�\5`I�q��Fy � •�•� �. 14 7$� � ��I, . •�� !.., � 4 A ' ?„ .• .." , : G�• P cT �.;., .V� I . _ L�7�2 - ��•�"�' r� � = • <i;,rc�,: • � " Y '✓N^=/�y.i4i,r��llt-,r�• i :ao•�':��✓D�q^1�;�r�: °��....:.......•• i •,;'FS•�• .......y��:�:, JUL 2 � 1596 � ''.,S�G'!Al E �,.�, , I ` �r,,'�� WARMNG�Yir�fy di�lpn paiamet�ia and RLAD NOTE9 ON TMS MID RLYENSL SfDG HCPOHL VSE. � Dnqn valltl bl��onN witn MR<k eonnvelo�x 1�4 deslpn 6 DOacV onN upon Daiamelen Y�own.aiW b Id�an bWNqaal ouYdhO compOnenl lo be MsIaIbO antl bOtlM vei�ICaW. 4DObCabOMy ol tlOSYjn pp�Ome�eif antl p1opM kKOlpda�bn OI<OmpJnMl b IMCOl1fIblYty ol bU14�1n0 4�Wne1-Mt t�uas Oe9pn!�. B�aUnO Vwwn Y b�ble�al�appo0 0l VbNlGaol v<O memban OnN�AtltlltbnCl�empaarv�D�OCYfp lo hs�w stObWly tlwinp Co�tlmCibn b�M1e iepaiC�b0 kaibn.qualliv tonllwlsf��DeIW rv aa�bo anC O acmp,�conmll�GST-E!Owlp�l'Sla�bm4 D540 alweshp Sp�cNea�lo4 anE NI�L01 O ManEllna Imtallbq aM Iweleq 9�eomm�nANbn avalbbb irom fwu Rale M�Illvle.593 D'Onol�b O�iv�,MaOhon.WI53)10. M IT��• � . �...-L�-..--.�.'.. Jab Tmss Tmsa Type .C� Pry EL 0 GE04 MONO GPBLE S. 1 1 aJ<-29 DANBURV EL B RH RVLAND 52527Jf Eagle InGUSNes,INDPLS. 7.700 s Sep 20 7995 M�Tek Intluslnes,Inc. Tue Jul 27 10:07:02 199G Page t {I�1T lOO � in.� � 61-0 ' :�P! 611-1 y14 �� 2 8.00 12 � I I n ; � I N I I � I v i i 1 3 1'� . 2x4 u - 2x4= I i � ioa I sao I . lOAOiNG(psQ SPACINO 2-0-0 C31 DEFL Qn) (loc) Vdell PU1TE3 GNIP I TCLL 20.0 PWfesincrcase 1.15 TC 0.0� VM(LLj 0.00 / '�' M20(20ga) 19Nt62 TCDL 10.0 �umber Inacax 1.15 BC 0.00 Vert(iL) 0.00 / "" BG1L 0.0 Rep SVess Ina 'F_S WB 0.00 Haz(7U 0.00 Na BCDL 10.0 Code UBG94 Min Lenglh/LL EM=360 WNght 14(ICS) LIJMBER BRACINa I TOP CHORD 2 X 4 SYP No.2 TOP CHORD SheaNed BOT CHORD 2 X d SYP No.2 EOT CHORD 1J:6-0-0. � WE85 2X45'rPNa.J FORCES NOTES 1)Gade rtpu'ues continuous Eol[om cfwrtl beamg. � 2)GaDk aWCS spaCeG ai 18 inc�ea on ttnttt. ' i 3)Gabk stuCt mxeetling.72 inc�as length to Ce IateralN braced at miCpdnt For studs'expasetl to wind,see MiTek"StandaN Gable En0 DNZif. � 4)SRiCa W be FasteneE wiltf D�4 M20 pWtes. i LOAD CASE�S) StanEartl I� I I I I� i �..r....rc.., � �NU��s�p� at��,\� UF 6C„'TG i . i `'.�4j� C:= �y .., �,.,,��,.,,, ` .•••...., -., , ., �. . •• � . ,:f,'•; � `.7 , ........, /� .. `.�`�acN lV Cqe�'•. � `� ' STcPHEi� �9. ' `%� .� STE"r�Etal,��• .-)c�: �?.\';�;��i,;rFnFqs `<� : CABLER �. cae�_x _ �,. , 14780 �� ? :� ; as:s7 0 ;w; 2os:z � ��'• �;. .c •'.` ; .O ;�F f;-.'��. . ', s;arEC� : . •r�°r,;• GFT-:a_r '.�v '. . .• .` . ^� � ',''��GIS�1�, '��C�\�•� ;?.'• /'✓��1 ":P:�oF'A�� Y .y..�„��,�.t�S-,L�-- • ' �'�.°%0�; �,�`,.�' �c ''• ..: ' �a;: 'v.. ........... �1��e��:�e�i�`�' ��'ti S�GMa1.•=N�.�`�� ' .,��.��,,,, !UL �, `_ 1S°o AWARNING.V.r�fy dsdyn parvnvtm and RLAU NOTE9 ON THIS AND RL VGRSL S(DL BEFORL U56. ' . . `,:Y:::'� 0 Desqn vanG ro�use onry wnn MMk wnnecbn t�6-tle=Ipn b DoveC onN�De�Pa�omabo Nown.an0 k loi on YWNWVaI bu0tllnq componen�m b� � mstoMtl onC batlsd vMliaW. �DOka�Y o�CaYpn pO�OmOten aOtl D��O�'�hco�poiClbn Ot COmpOnant 6 iesponslWY�y ol WYtlbp COSb�ei-�Ot huu Onb��. Bm<Inq Novn Y�a 41e�a1 mOPO�Ot YqNlCUaI w�D m�mbm[onN.ACOIib'wl ipmpowry D�OCItq t0 hw��qOblNy tlwMp COnshacibn h IM rotponLbiN1Y OI.��e siec�o�. AtltlMbnal pamanenl:b�aeNQ ol iM ow�etl simcima k ��e imPOniW1111Y OI�h� buYtlMq tleslpnRL Fo�aml�Ol puWOn<O . ��/" �ya�Ebp iabikalbq Qua�v conbd,xlo�aps.asMery.aectbn antl Woeln�,comvtl OSf-0G Ovailly Sta�WaM.DSLlV�me0q Sp�eXlealbn,an0 XIY�iI . .��.�IT�i�� NcMllp I�u1oIIIM aM trmlrq Y�cummWalbnavaWbb��om Iivu Plots Insntule.5B3 D'Ono4b Dtive,MaCbOn,WI53T0: —� ------ lab Truss Tmss Type CN Ply EL B GE07 MONO GABLE S. 1 1 474-29 DANBUf7V EL B RH RVLAND 5:5=i�7' Eagle Induslnes,INOPLS. J,70U v S�:p 20 1995 MRek Intlustnea,Inc Tue Ju143 10,07:04 199G Payc 1 � I -0.11.� i ytoa �a . . an-� yiaa aia i 2x4 i I j 4.00 12 i r I � � ,.s : '��i t�i i(f�i ��'^v I) ° .� A < <,, i t�3� �E raxia��e i! 1 � } ,Ft e i < P � 7 rf 1 Yt j � j� �iF r`'skn f� lf JT+W ��}Yi�rty fttE�ti� �� e a(F ,�,f��Y�lf��{14�1�i�€P{6y,��¥��f��,t��,`�+�q7��'�e��` �,j��,�� },�, . ��1�1�Pi4 i�'ir��9��nti6'r i,!,i��el�..vtuYdy�{cl{ Lb!��„f; �3��41�"',Et� f�i°�i ,��', t 3 - Zx4= 2x4 u —' 400 40�0 � LOADINO(ps}) SPAGINO 2-0-0 C51 OEFL (in) (bq UCell PLATES GRIP � � � TCLL 20.0 Rates Increase 7.15 TC 0.00 VM(LL) 0.00 / "^ M20(20ga) 19M762 TCOL 10.0 LumDerinciease. 7.15 BC� 0.00 VM(TL) 0.00 / ^" BCLL 0.0 Rep Stresa Intt YES WB 0.00 Ho2(fL) U.UO Na BCDL t0.0 CaEa UBC94 Min Lmgt�/.LL Cell a 360 W�ight 77(Ibs) LUMBER BRAGING � TOP qiORO 2 X 4$YP No.J TOP CHORO S�m�he0 � BOTCHOft02X4SW��a.1 BOTCHORO tJ:6-0-0. WEBS 2X4SWNO.3 FORCES NOTES 1j Gable requ'uea contlnuous Eouam chatl beanng. . 2J Gable stu6s spaced at 76 inC�es on cenler. ' 3)Gabb sNCS aaceeCmg 72 inches Imgt�to De lateraly bacetl at mitlpoinL For sluds c�oseE to wind,see M7ek'5UnCartf Ga61e End Detai�. 4)SNES to be tastened wiM 2x4 M20 plates. I LoAD CASE(5) StantlarE I . ',.��1�1�� ' ;•'� .,f r'fh�j•''••��. . � ,.. ..., U .�p�,�� ,�,..e��4ip, ��,1�U 'C,Bi . — . ""' � � ' STEPHEiJ W � i +�'� ,(£ O F ''�i o`C�EN��l:..:J 'o�� C A B L E R : I . ;,oS,�P ....�Ni�%, =�,1L ;�`;t S;�p �<`'y: �-"� 147 8 0 '�; ; '•••• ��' ��Q "`c�J: < :�j � ��h .�ST`cPHEPI l'!.•_3c� r;� _ ;• •:-., � ,p�•�a,y __ ' CAHLEA - " 2�612 : .,� � .� - "= 48357 'C • s ,;re r,r � . ' � /��l,t;%�'�� :9 � .� ,O:�u'= . -� 1�.� �. � �. �`• �: �''!..,,�".�;.��`�� i =c�`�. .'s E�'`;,� :vr •;,;!:'!�:'•• 'e'ti+`' , JUL 2 � I , �ss f_. � . � • :�.,� _ 1596 �I • I��' V \� ,'�� V S/y � V 1� � ��'ss� NA1-��;••�' �''��;,,=r;;r�;,,,•• I . Q , n, a�+. �. i �WARHINO-V�r�Jy d��lpn painm�tm anL RLAD NOTLS ON T81S AN�RLVRRSE S(DE BEPOFE USE. i=, `7`�'."� W Des1�n vaW�m vw Only vtl�MRek COnnaG�qf.1�h�4!llp0 6 baeO OnN UPOn POiOmelen Nown.OnO�h.foi an�FMNWaoI baWlnO comP�enl lo bs �,�54°i � �ns�auetl antl botlaC�vmllcaW. AoDM�abYry ol tleYpn pa�ametei�anC poPw M�eapualbn ot componenl t ixOOnsbWN ol p�Wlnp Oesqnw•no��iusf � aetb�ei.B�aclnp xpovn Y lai laleial mppO�t ol ItWNltlual web mambe�t onry.�tltlRb�Wl�bmpO�arv biacMp to hsW�qablllty tlminp conslmclbn h ine "�' �iesponsibWiy ol m�srxtw. AEanb�al pamonent b�xbp o�me oveial sbect�ie 6 I�e�iasponslbWty ol t�ebul�dY+O tls�b�<�.fa�penewl pWaance � ieqa�aoq.im�ta�an.auaurr con�m�srowoe.aexveiv.eix�wn aw dacma.��sun ost.aa ouainv�smnaam.oecev.�mc�na swcmcanon.and Nu.at :. �IT�� . MarWlrp wlelunn vM�meleq Y�ewnmwWalcn'avoYdDb liom frvu Nab Nsinate.SB3 D'OMhb D�We.Mao1[On.w153]l0; Job Truss Tmss iype Ory Ply EL B J01 I COMMON - 4 1 474�29�ANWRY EL.8 RH RVLANO .+ZS'dd� �Intluatnes,INOPLS. 7,7U0 s Sep 201995 MiTek Intlusines,Ina Tue JW 27 10'.U7'.W 779G Page f .�>>.� �.y. i:na� � n.z.�z aaoa �a+i-�+ % o-n-� �.s� �-z-u �.x-iz �-w a>>-. i 4x4= 3 ; I s.00 u i a�a�� a�� m Z a d r c� m dI Id I � 8 7 6 5 3�= 3x4= 3x8= 3x4= 3x5= � �a- is�u woo �ax.z �T-�i io-z-s �oaoiNa�ps� SPACINO 2ao csi o� (in� na� vaen Pwres ewr TCLL 20.0 PWtes Increase 1.15 �TC 0.70 VM(LL) 0.19 7/6 999 M20(2aga) 194/762 TCOL 10.0 lumberincrcase 1.75 BC 0.80 VM(TL) 0.J9 7/6 925 BCLL 0.0 Rep Shesa Itxr YES WB 0.21 Ho2(iL) 0.06 5 Na BCDL 10.0 Cotle UBC-94 � Min L^_ngth/LL tlell=380 Weig�t 176 QES) I LUMBER BRACINQ � � TOP CFIORO 2 X d SVP Na.2 TCP CFIORD SheaNeO ar 2-11-13 on centtt purlin spadng. BOT CFIORD 2 X<SYP No.2 BOT CF10RD L8:6J-0,7A:63-0,64:6J-0,56:6J-0. I WE&S 2 X 4 SYP No.3 WE�S 1.Row at miCpt 8J,3E REACT70N3 (Ihs/sae) 1=72<3/0-3-0,5=1243l0-A-0 1 Mar HoR 1�77(baC case 3) Max UpIiR 1=174(loatl case 4),5=774Qaad case 4) FORCES TOPCHORD 7-2•-7875,2-3s1638,3�-1638,45s7875 BOTCliORO 56�1666,57=113fi,7E�1136,1-8=1666 WE&S 2-8=-376.3-BNi09.3-6=fi09,4-6=J76 NOTES 1)TNS trusa hes been tlesigneE fOr t�e wirxl IoaCa 9memtetl by 75.0 m.p.R wintla at 25.0 feet abwe gmund level,usin9 5.0 p.s.f.top chord Oeatl laad arW 5.0 p.nf Dottan U+urd Oead bad,100.0 mtlea(rom�umcane aceanline,on a rategory I mcloaetl builtling,af tlimmsimn d5.0 by 24.0 wd�ezposure C(ASCE 7-93). Lumba lixreasa e 1.37,Plate Increase= I t.�J.Bo1h mtl�ertkab are e�osed. 2j SIMPSON HZS wmectas recommenEeC to cnnnect trusc ta bwrirg walb Gue to upliR az follavn:Ona rnnnectw at jdnl(s)1,5, i I LOAD CASE�S).SlantlarC � . ..........•.t'T�, I ,��HSUUp!��p �.��1lunniryi ' '�a: i �.+`�Q,�E Q� .1+i;:��.,, ;.+`��N W Cqa�'�•� � `- STEPHcN W. :"� ..... ..,, . � ': 2 ;... • F � ' � I Sr' ' � t`� a�:'ERc;•''9 � CABLER �. '`' '�`;' . � . 14780 ' :� '� .�S7cP}!'c?! 1�. ' ,:. v _ . , i : CAN�F(t - c • 2ui: ? - _q,•. -P�. `O ��. I :-u � GH3ii7 '�_ = : . c , : r �.: . 7�. ,'�. ,. :9 � .p ; . : S;r:��` : c. ' r la• c' �r,: :V . i� , � �,;� �{� (�l ��(/"�roCJ�j�•• ,o '•.-r . . . ,,: . c.a='i%i . � �`,.•;��;E ;• \.�.. �J, .,,�;J. �,�a, `�, .,, a� +,, '��i�'��1 ' •�.:...� �CJ,�', ' ......-•• ��J�'p 'Q�UlI�Ij�� ',,S�nN��E,,'`• •"';s'c;',''.`;,�:;,•�`' JU! 2 � 1596 _. „„��„�... Aw.+rwrnc�v..�,/y a.d��,.��..��nann�xores on rars.um xLVexsc srnc scroaa:use. � . '` -.�#�:'=�� .. Dmbn vallO b�uw onN wX� MRet eOnMClon i�b WfIpO h DaseG onN�POn Paeamelen 4wvn.aM b lo�an InCNIGwI buYG4p eomPOnenl 10 be � lnflabtl ana�loatlatl vwtlCaW. APP�abINY ol tlesipn pa�amele�f antl D�opN Inco�Owalbn of cwnPOnent.6�asDOnsWIC�y ol b�YGNO tlnY�ne�-'MI t�w tlmqnm.B�aclnp x�Own h Iq biMOl NppOi�OI IMNIOUaf we0 m�mben OnN�Ad�l�bnal lempowry Diaclrq IOinfum tlab0ry tivMp conCrvc�bn k IIw . responUbuny ol Ine eixto�. �aCnbrwi peimdn�N biacinp ol ina ove�atl sVUCtum Y tne�etPOnrbWty OI��Ri� bvlltlbq Eafbna.�oi Osnewl pulCan<s � . iepmOVp�aeitalbn.QeaMY cont�ol,sfowpe.CeWery,nxibn antl b�acVq,con�ult OSi.!!GuaIXY raMarE.DSI.dO Imchp Sp�cMleaHOn,arW NI691 ^ = M IT�1�� NaiWlliq Intlalllm oM�iaUtq R�COmm�ntla11011avaWDb��om tNU Plole Nfll�ule,593 D'Onolib O�bs.MaOtrcn.W153)10. JuU .--_ Tmss TrussT'/pe_ Orv PN --.--'- ' - '__' EL 8 TOtA CC�AIAON 10 1 L7A-27 DANBURV EL.B PH FVLAND SZ527.ri l� E..gle Intlustnes,INOPLS. 7.70U s Sep 20 7995 MiTeX Invusmes,Ina Tue Jul 27 i0'.i17:19 199G Paqe � 1-1� f540 71.2-�2 J660 .'�F11-�1 7-9-1 7-7.17 ].7.11 1-9� 0.11J 4x4= 3 6.00 12 ' Zx4�� 2x4 u I, �, 2 4 i ° i r i � I i � � � m I ' QI I< ° 8 7 6 $ o I � � � ' 3x5= 3x4= 3xB= 3x4= 3x5= , - l ; io-az +asu wao I � � �aza 4r-n iaza � . LOAOINO(psQ SPACINO 2-0-0 C31 OEFL (in) (bc) YOdI PIATE! 6RIP ; 'i TCLL 20.0 Platn Increase L'IS TC 0.71 Vert(LL) 0.79 7/8 999 M20(20ga) 19M782 i TCOL t0.0 Lumbn Inuease 1.15 BC 0.80 Vert(ft) 0.39 7�6 925 � I, BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.06 5 Na � BCDL 10.0 Code UBC94 Min Len9t�/LL Edl�360 'Naght:736 Qbs) I �, LUMBER BRACINO I �I � TOP qiORO 2 X 4 SYP Na2 TOP qiORD S�eaNed or 2-114 Z on cuiter purlin spacing. BOT CHORD ?X 4 SYP No.2 BOT CFIORD tA:BJ-0,7A:6�-0,8-7:H3:,5�8:6-3-0. � ; W EBS 2 X 4 SVP No.3 WEBS 1 Raw at mitlpt 9-7,3b I REACTION9 (IMIS¢e) 1=1'188N-3A,5=1246/0<-0 Mm Horz 1�83QwC qae 2) I MaY UpIiR 1=t55(loatl psa 4),5�-174(load�e a) FOPCES II TOP CHORO 1-2�-1879.2�3s1641.3�4.16J9.45=.1877 BOTCHORD SS�168B,&7•1138,7A='1738,1-8�t871 i WEBS 2-8�778,3A=612,J6=609,4-6sJ76 ' NOTES t)This tnua has heen deaignetl fw.Ne wirW baEs generateC by 75.0 m.p.n.wintls at 25.0/eet abave grounA IevN.using 5.0 ps.L roD chore tlead IoaE antl 5.0 p.s.!Eottan chorE tlead bad,700.0 mtlp hwn�um(ane xeanline,on a mtegary I enclasetl Euilding,of tlunensions 45.0 Oy.24.0 vrit�exposure C(ASCE 7-93�.. Lumber Ixrease• 1.J3,Plale Increase= 7.3�.Both eM vertiwls are eqwsetl. .. 2)SIMPSON H25 connectors mcammmCeC ro conriect tws to Dearing walis Eue lo upliR as fallw.s:One cwmector at jaiMp)1,5. � r ect � i I ' LOAD CASE{S) Standattl `��AlIIfIY� : � `��.•�� OF KF T n,� i ��,,,..��.�,,,,, :��':•''�� N'U��f-�% � .P OF' �p� ��at�iunni�q� :� . STEPHEN W. ' �� .•' ��,..,.QHi �. .� u v;. .. : : , . �t;•• •, O '., ,�'Z��E' „ �4R� '�. CABLER s . e� � , � - � • ena:�.�'?�i��;� = , � ,•rV'� ;a�•.!? ' `iS: 14780 7r} ' � ��$Tu .. � . `°, :�, ., : } i - : i.�HL°ft : - ' ' "_°:�• .�. � , � +'� � �1��)7 '�C ��7!? � - �i 4,(/;�'p'�� „9 '..' <4.• 4r: • STGTE _; � �r��,-l�A/�; ,`^' �' . �Q�,,� ,S pQ� '.� � : .o '•. ^ �'�� 7 r;r. .,; �� c.` :: . ��il^ /e �. . �`-.��J S 7��.� i;��l�i �,' : �(i. a�. . >(�`[� /'C•J1, • ... '(a, `�� . .f` •......\•.,`.i�� : �J L ��`� �J.70 . ;� .� �C` : �. 'l,,l�+hPD:•faU�\��,' I�bsl� .h-, `� �. J - ;S �+ii�� 'y. ;�a • Illltlllti�� ... � Aw.urvrxc.v..�Jy a.dq�pa.�,.a..we xenn:voras or rars�.wn xcvansc sma arr�oxt vse. _ � ' �=� Dmbn vnitl b�vs�onH WX�MRek connecta+.i�b tl�sqn b ba�sC onN upon pammeten Ywwn.arW b la an hdNltlual buAtl'n0 comDOneet lo W S insmnN.anC batlsO vnticaM. Applkaeldry ol tlesqn paiamelan anC P�oDa hcapoiatbn ol<omponanl 6 inponslblPtY olbulltlln0 tlmqns�.not t�vn 9 Oesqne�.B�aclnp�twwn Y�a lolmal��oDO�ol MEt+iO�ai web mambN�onN�ACtlltbiwl�empaary dacuq to hsu�e YoOINy tl��4p conCiuctbn h IM ` imponubiNy ol iM e�ecta.�tltlnbnol p�rman�n/Dwcinp ol t�e�ove�aX�tmcrow h iM raaponslbYlry�oldM baIIGUp tle�Ip01i.�.FO�pa+eial puWants Rqaitlhp bO��CGibn.qWYty COnboL rtO�Opl.Celvery.e�eC�bn anC DmcNp.<Miutt 051-lG OudlMy StaMartl,�5�-0V UO<Mq Sp�CMCOtIqL a��..o, ; M iTe k0 XorMll�p InttallYq oM�fnclp N�canm�ntlatbnoval4�D4 hom Lau VW�s Imll�vle.383 D'OnoM1b DM�.MoCbon.WI SJ)10., Job �-�' "- �.iruss T�ussTyPe dry Ply -"--� - "'. EL B T01 GIROER �� I4]A-290AN8UR'/EL.BRHRVLAPIO 5C°2f7r, En�le Inauclnee,INOPLS. 7.J00 s Sep:O 1995 MiTek Inauslnes,Inc Tue Jul ZJ 10.07.41 t�J9u Poqc t � as.io �n-ia ias.a aiaa n.z�e i zi.ao ��-ii.� ', � isio sa� S+a i.a s.a s.s-�o aiu. � 4X4 I I I 4 I 8.00 72 3x6. 3x6` I 3 5 � . 3x5. 3x5: n 2 6 , i �I I� ° � �a �z �� o s e � ° Sx10� 3x6 ii 5x5= - 6x8= 4x6= Sx5= 3x6 ii gx10: - i 13to � 9-t4J 1 �1P60 � 13-16J � 194-0 � ]1-0O � 14t0 14J ]+] }4J 3+J }y10 PIa1e Olfsets(xh: [LOJ-7.0-0-0).I4:0-0-0.04�A],[7:0�-2,0-0-OL.I9:0��.0-2-721.I72:0-0�0.0-2-121 � �I LOPDINO(pzf) SPACING 2-0-0 C51 DEFL (in) (Ix) Iltlell PLATES GRIP TCLL 20.0 Plateslnctease� 7.15 TC 0.72 Vert(LL) 0.10 10/9 999 MZO(ZOga) 19M162 TCDL 10.0 Lumberlricteease 1.15 BC 0.81 Vert(TL) 0.20 1019 999� 01 I BCLL 0.0 RepSVesalncr NO WB O.fi2 Hort(TL) 0.06�� 7 Na � BC�L 10.0 Catle UBG94 Min Length/LL tlell=360 WeigM:153(Ibs) - LUMBER BRAGINO � ITOP CHORO 2 X 4 SYP Na.2 TOP CHORD Shea�hetl or 5-0J on cmror putlin spadng. BOT CHORD 2 X 8 SYP No.t BOT CHORD RigiE ceiling CIrecN/applied,or 70-00-00 on cmter brachg. I WEBS 2X<SYPNO.3'ExcepP i H42X4SVPNo2 ��nni�r� I . I WEDGE LeR:2XB,RigM:2X6� ��'�2�.`N�A�..C�](j��' . REAGTIONS (Iba/aize) 1=6583lOd-0.7=6679A-4-0 :�y��•LVi�I�r'. �9 M�rrors i=nopoaa case 2� � `�''" `�G':, Mat UpIiR 1�-1349(IOaO ose 4),7�-t390(baC wse 4) '.,` � 2GS12 - FORCES : • � $TAT°_ u ; • = TOP CHORD 1-2a.9242.2J•-7515.3-4=5757.a5�5737.Sfi�-7515.e-7=9�42 ; ,p : , � : BOT CHORD 7Aa7483.8-9•7483.9-10�6253,70-17=6253.114Y=6253.1243�748�.L13=7483 : v�•../.�;n y14� '•�q': WEBS 2-13•2016,24T=-1566,342=2901,3-t1=25B�,411=6186;�51'1=2581,5-9=2901,e-9=1566,6�8=201fi .� ,�� ., � . „• �yv � � ♦ : N)2 py tniss to De connectetl togeUer wM tOE nails as rolbvn: ToP chads connected with 7 rw�(s)at 12 inc�es on ceMer. Battom ,'��is��l "`E,`�� I �I c�oMS connecteE wrth 1 ro«(s)at 5 inchn on centei. Webs wnnected wM t mw at 6 inchn on center. . ' • I ; 2)Thia tmas has been Oesyned!or the vnntl loads gmemlM by 75.0 m.p.h.wintls at 25A feet abwe gmuntl level,usmg S.a p.s.f.top •!. � � � chorE dead IoaC antl 5.0 p.a.f battom c�ard tle�ad laad,100.0 mJes hom humcane oceanline,on a otegary I mcloseG buil0ing,ol .'� t `�"T ��: dimensions 45A�Oy 24.0 wM ezposuie CjASCE 7-9J). Lumbet Increase= 7.33,Plate Increase= 1.33.Botf�vertipls are '� Gn II , emusad U�� q4 :�c:' �c: 3)SIMPSON HU528 recommentled to support cpan wrtieE at 24"a.c.abng battom cho�d. `��P�(E O�F Of��,, � STc?HEN 4Y. �• - `• '� ••••••,; / '•� CABLER - � t : S ; � •. O . - il��nnKSnc ease=7.75.Plate Increase=1 J5 •• ' ' �; 14 7 8 0 1�}? Unifarm Loatls(Ibs per II) ' �`X- i.STE:'kEY \'!•'•.ac= . ,,,'• . Vert:t-2=-60.0,2-3=6a.0,3-m�60.0.b5=�o.0.s:s=.so.a.s-�=�a.a,�a=-5�7.i.s-3°-sriYi,e�i�',�,;r�o-ii=�n.t . �, .n O :��.�, : I 71-12=-577.1.12-13=-577.1,L13=-577.1 �� : 43�� : S� : ��•'.'�C��-� (L� 'c.,� r � I ConcmtrateG Laads(Ibs) . . ' LV: //�•� ;" ' \ + Vert7=-56.3 ±�f•�AVI.ST��`',c,�-�� ,'' � �V� ` I' �i�``D ' �.....•',``V,`�� '�a�1�/!3�" II ��''S%�;��°`''�` JUL 2 �' 19°o i ', �WARNING-Yer�fydsdpnparamebr�wdRLADH0123ONTHI3AIYDRLVLRSE3IDLBElORLUSL. --��:�� -" pes✓jn va�C b��u only wlt�Mllek eonn�etat.1�6 E�Ypn 6 ba»A onN�PO�Oa�ameten xMwn.anC k�w an k�CNW�ai buOaVp componen�io De invonea antl batleC vmtbaN� ACP�kaOiiity ot tleiq�pawmebnantl Wopa�Neo�poiatbn o(eomponeni k ia�ponslbWly ol EulWlnp tlaspnei�not M1uv � ' despnm. Biaclnp sl�own h la l�bwl sa0D0��OI MGNltlual w<D mlmbeu onN�AEOMbnal IemDaOW dacN4 lo Inm��flabtllty Ewlnp consli�cibn h IM inpanvbw�v ol ina e�eclrn. AGOnbnal peimanMl oiacYp o11M ov1�a1 f6uctuu Y Ine�e[POntbmry o/IM.buNCkq�aetVjna.Foi aene�al wbance �epa�Glnp lab�ka�bn,quaMy wnlw4 ybrope:OOWOry.eieC�IN Ontl bia<IOq.CoOWII pSh!!CUalky SIaMC�tl.�D46W l�OC4q Sp�clllcalbn.aM NI�-Ol M iTek� MaMlhp InabWrq aM�rac4q Ycamm�rMallan cvaY00b t�qn t��u ROb Intlh�ls.383 D'Ono�b D�Ne,MatlbOn.WI33J1 C. Jab Tmss Tmssdy0e CN PN - - .-. -....1�I EL B �TOJ COMMCtI G 1 4J4�29 DANBURY EL B RH RYU1N0 5=�2751 �, � - Eaglo Induzines,INDPLS. 3.700 s Sep 20 1995 MiTek IrMUSmes,Ina Tua JW 27 10'.U7:2G 190ti Pa�o 1� �o.n.� s+-. � iaaa � io-r.iz � zi.00 n-n.t i an.� SN itq2 }I-t2 '+H aN.� 4X4= 3 8.00 12 i 2x4�� Zx4 ii 2 4 � ' r i I �I 1� i 0 ° 8 7 6 5 � 3x4= ' 3x8= 3x4= 3x4= - 3x4= - I �.o-n � isiw � xioa ]Ot] 6168 ]-611 PlateOlfsetsfXh: [�:0-0-0,0.7-31,15:0-1-9.0.1-3j I 1�'� LOADIN6IPsQ 9PACING 2-0� C91 OEfL (^) (loc) U� PLATES GRIP TCLL 20.0 Plaln Incrense 1.15 TC 0.32 Vert(LL) 0.05 716 999 M20(20ga) 79M162 I TCDL 10.0 LumbN�naeese 1.15 BC 039 VM(TL) 0.11 7io 999 j g�}, p,p Rep Strcss Ina YES WB 0.13 Hoa(TL) 0.02 5 Na BC�I 10.0 CoGe UBC94 Min Lmgt7�/LL tltll a 760 Wng�t:105(lhs) - i LIJf.iBER BRACiNO TCP CFIORD 2 X 4 SYP No3 TOP CHORD ShwNeC or 41610 on cmttt purlin spacing. BOT CHORO 7 X 4 SVP No.2 BOT CHORD 1 A:6J-0,7�8:63-0.6-7:6J�,5-6:63-0. WEBS 2 X 4 SYP No.� WEBS 7 Raw at mitlpt 81.��6 REACTiON3 (IOs/sixe) 1�83/0-4-0.5=883/0A11 Maz MoR 1=166(loatl wse 3) Max Up1iR 1 a.tt7QoaE wu 4j,5=127(baC case 4) - FORCES TOP CHORD 7-2�-1030,2��A87,3<=-887,45=1030 BOT CHORD 55�874,&7=51e,7-8=578,7-8=834 WEBS 2•8�-220,JA��72,3t>�372,46=220 I NOTES 7J This vuss Oa�been Eesigned kr Ne winE IoaES gmerated Oy75.0 m.p.h.�winds at 25A feet above grounC level,using 5.0 p.st.top chartl dead bad antl 5.0 Pa��m chord Eeaa bad,100.0 mlln hom hurtimne oceanline,an a cffiegory I mcloxd OuilCinfl.of tlimmsions 45.0 Ey 24.0 wilh�xpusure C(ASCE 7-97). Lumba Inueau� 1.J3,Pla�e Increase= � 1.37.BoN end vertiteb are ezpo6eE. I p)SIMPSON H2.5 connecton mcommmde0 to connect Vuss to beanng walla tlue ro upliR as(ollows:One connector al joinqs)7,5. . I �oaocas�s� scanaam ��••��F�•,E�J��'. � •�'F, �,,.�'. TU •. ��pauurp �v��A,�Wrnq� `��p1_.•' ''• G��a�i' �,•`�� OF Q��'�,, �'-�,Q�E�... �aP:��'.,, :� • S7EPHEN W. � � �J ,ta ....ti Hj ��: :��--` :;,��;j�i c •,'6� � �AB�ER ;- 5 :•''�� •. O ,� '� `:�:" ' ' 7 8� ' � � I _� •.STE°:'" . _"� ,�: "' .. _ ^��• 14 -- ;� �' ' C 2;:,-' ,c, ', � {):it',. `.,' 1 ': S :ii?c^_ = i'PO••��.� ''� :� : G�;';7 :M�:; -� ; • - , t^. n i -=7 ',,y or��7��•:!V�;..,t. ;• �o� = �'� Fy;; U�� . i •: Vq�; � .,�. r.n .• ,::. ♦�., � '°�'.� rrsT.. ; ,T., .,,��,�� ..... .�.,:. . .,.�.....':•��•' ''-:,r •�<...... �� . <.,: ��-�r.;� t��',,��'� � 1950 "'•,`'��'�h1.E,.�•'� ��,,,.,,,�,,,,,� �Ui 2 i '��,�„�,,,,� _ - i ��. ' �WARXINC-Yer�fg dsalQn param�b.+and READ NOr69 ON.TIfIS AND%VRRSL ffiDE BEFORL USE. �'�� Desbn vo10 b�uw onN wHn Mrtek connx�ax inY Eseqn Y basatl onN uoon pa�ameten Lwwn.o�W k ia an kWNWuaI buYdbq comDOnenl lo W insioiba anE baOVd vwticaW. AppYeablAly ol Oaqn po�amelen anE piope�incapaelbn o�eomponenl b iesponsWWN ol buYCInC tlefqnei�not t��u � tlespne�. BwclnQ�s�own MIIOIb(s�al iappotl�ol VWNltlual web m�mON�onty.Atltlllbtwl tsmpoiary biacNp to Imure YoblNy Cwbp consbu<Ibn b 1�� imponsW�YIY o�m� v�xta.AGtlltbnaPpmman�nt b�ocY�O ol lh�ovcal Nu<NU h iM i�soontlbWlY o�t��buWNp tlwqne,.Lo�Oer�aai W Wa�e iepaiainQ iabibaibn.qaaBtY conliol.tto�apc tleMry.aecibn anC b�acNO.eonwll OST.lE OuaIOY 3�antlaitl.DSi.e9:�mcirq'Sp�elflcallon,arW NIlA1 '��IT�� MaMii1q w�mlleq arb�rodM OK�TmwMNbn ovoMabb I�om tiuu Plat�mttY.vls.SB3 0'Onoub O�N�.MaClton.WI5311G. Job Tr�iss Truss Type " — C�Y PH — —"—' - - � ^: i EL B TOS MONO �� 7<-YO DANBURY EL.B RH RVLANO ��=�`�=_ ; Eagle IrWUSlnes,INOPLS. 3.�00 s Sep 20 1995 MiTek Intlusines,Inc Tue Jul 27 70'.U7',29 199G Pagc 1 . � I ott� i�ae � i I� � 1 s�iae aia l o-iia i ZX4 I I II j 2 � 4.00 12 � � ii � � � I N II ^ II I� CONNECTION(BY OTHERS) 3 2x4 i I 1 - _ � ' 2x4= . I � I II soo LOADIN6(PsQ SPACING 2-0� C51 OEFL (in) (la) �4� PLATES ORIP il TCX.L Z0.0 PWtes Inuease 1J5 TC 0.34 Vert(LL) 0.03 1(J 999 M20(209a) 194l162 I TCOL 10.0 Lumlw increau 1.15 BC 0.14 VM(iL) 0.05 1!i BBB � g�� .0 Rep Stre�s Ina YES WB 0.00 Hoa(TL) 0.00 7 Na BCOL 10.0 CaEe UBC-94 Min Length/LL tlell=360 `�'��9��(ros) I LUMBER BRACINO TOP CtiORD 7 X 4 SYP No.2 TOP CFIORD S�eaNed or e-0-0 at cmter purlin spsw+9. � BOT CFIORD 2 X 4 SVP No1 ' '�e0t P�� I ' WEBS 2 X 4 SYP No.7 BOT CF10RD 7-�:63-0. qENNCTIONS (IDs/w2e) 1=284/0-4-0.3ay7/0-tA � Max Ho2 7�130(load psa 3) Mm UPIOt i��apoaa cau z�.a=-as�wad case 3) FORCES TOP CHORD 7-2=0,2J•-177 BOTGiORD 1J=0 NOTE9 1�Thia lruss has been tlesignetl lor tha wind loada gmerated by�miS.�O m��g ol d m ns ans�M`0 by 24.0 wilh eMpos�m C(ASCE 7-971�lu btt ncreax�1.3J,Pla e ncrease aa IoaO,100.0 milea M1om�umcana ottanline,on a calegory . _ 1.J3.Batn mtl�er[iwis arc e�osed. 2)SIMPSON M2.S mnnactors rerommmEed to mnneet buea!o b�a^^9�due to upliR as Mllaws:One cannectar at jaint(s)1.3. LOAD GASE(4) SlantlarE � ! � I ��"`•• .' �..�'�� f'J�j(/ip��• � ,`,�M11OII/II \\\I111111lIII .' .� ' ��'I 4�� I {�.>°��; �F�O;��'.,�, ,�,.�Q�EN tiv �4g�'�.,�, ' `= •� .STEPHEN W. �. .+ .^ �•.,�•• ., O ., . �, •�",�'� , F • � BLER . : �a . :� . , .,t •��„ E 9 A � :�}= � '�..�si�°4er��a. .� = �`` ,,. FO�'� �: 1478 :�' . - C�A3LER :`: 20612 � y�• �o F.� '`��ti -., : ::?a�� :w - . s;;.r� �_ ' , ';c' � c�s��.rc��•`' ;°`'•:°o�+;;:,tiA�;��:�,c" �;�,.�•.�%✓GIpNa:';�,`�c� �'';`Fr;,Sv�'i',',°�;� ' C�n' •. e...•.•; ��?�� F. �' ��.�..✓' �b � UtIfU � ,I�°�i��a�.i��J�� '��'',s�OVAu E�.C'��` JUL `Z � 15So . ,gw,uwrxc.v..�fy e..��ya.�.e...we nuo xorzs oKrms.vm nevcxsc srna scroxt ase. � �� . De+yn valiC bi v�e onN�'�t� MRek connectai ihl�tle+qn tl DaseO onN�OOP Pa�amebn Nown.arW!Ioi an.tiENlOual W9OV!0 comDOnenl b Da InslaYeC antl bGtleE�vm11COIN� !PP��bXlly O�tlsYp�pdOmN�i�a�E pOpO�hCO�po�a�bn OI CompOnen�.b�etPO�slDltl�y ol buWNp tleflp�a��'wl t�uu . OeYpnei. B�aclnp Ywwn Y la bte�al tuppo�t ol kWNitlual reD mambHi onN�AGtlnbnal tempo�ary GacMq�o Muws LablYly tluMp conC�aclbn 6 t�a imponabulY ol ma ime�a. PCatlbnal permonmf Goekq ol t�e ovwal+M1UCtw�Y m�iwponsromN o1 ms tiulWYq tlnp�.Fo�Qenaal puaance �euaiahv�ae�kaia�,qaau�y co��a.sio�aoe:aew.rv;«xian ana aae�na com�n asr-ee ouaircy namma,os�•ev�mcuq se.emeanon,a�w Nn-vi M IT�K� NantllYq�InatoIllM arW�wclrq N�ewnm�ntlallon avoYabM M1qn liass NOte Insinule.SdJ D'OnoVb OMa.Matlkon.W153]lv.