1992-004663 - new residence - Laserfiche WebLink

Home Browse Search

LYMAN WO:44140 WE:44148.1 Truss IO:Y TOP CHORDS: 2-4x2 SPf 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations BdT CHORDS: 2-4x2 SPF 1650E-1.5E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 13- 7- 8 15) 18- 0- 0 2-4x2 SPF 2100E-1.8E 1 on truss vertical. 2) 2- 7-12 9) 16- 1- 0 16) 16- 1- U WEBS: 4x2 SPF STANDARD NOTE: Maximum truss spacing is 16.0" o.c. 3) 5- 1- 4 10) 18- 6- 8 17) 11- 2- 0 2-4x2 SPF 1650E-1.5E 2.3 All COMPRESSION Chords are assumed to be 4) 7- 6-12 1]) 21- 0- 0 18) 9- 7- 0 2-4x2 SPF STANDARD 5.16 continuously braced unless noted otherwise. 5) 9- 7- 0 12) 23- 8- 8 19) 5- 1- 4 4x2 SPF 1650E-1.5E 10.13.14.15 6) 11- 2- 0 13) 23- 8- 8 20) 0- 0- 0 ..TC...fORCE...CSI ..BC...FORCE...C51 �) iZ- 1- H IQ) ZI- O- O i- 2 -2s o.i3 2o-i9 /195 o.se ____________ TOTAL DESI6N LOADS ------------ z- s -ieio o.s2 i9-ie ios2o a.92 Uniform PLF From PLF To 3- e -�eio o.ii ie-i� ioao2 0.93 TC Vert -76 0- 0- 0 -76 4-11- 0 4- 5 -10995 0.91 17-16 9�58 0.74 TC Vert -325 4-11- 0 -325 9- �- � 5- 6 -10995 0.69 16-15 53d5 0.44 TC Vert -66 9- 7- 0 -66 23- 8- 8 e- � -ioaoz o.se is-ia 5345 0.65 BC Vert -6 0- 0- 0 -6 23- 8- 8 1- 8 -10102 o.ee ia-is 29ee o.sa Concentrated LBS Location B- 9 -7411 o.es TC Vert -677 9- 7- 0 9-10 -7411 0.39 10-11 -2988 0.17 i i-i z -is o.i o � h��1► �y that thts pl�, $P�y .MEB...FORCE...CSI .MEB...FORCE...CSI w� �� ► f�1� Q� �/�� ro�� �-zo -iaz o.02 e-i� iso� o.ze aAd 1Mt �� R �Y � �p9lvlsion 2-20 -�634 0.27 8-16 -1868 0.52 uj� � �� P1�� 2-19 4055 U.3B 9-16 -177 0.03 � Q� ��p � � � 3-19 -521 0.10 10-16 2317 0.43 '/t�� 4-19 -2816 0.29 10-14 -2643 0.38 4-18 793 0.67 I1-14 1114 0.23 5-18 -923 0.18 11-13 -3277 0.33 6-18 756 0.64 12-13 -BS �.02 O�e �Z..�Z 6-17 -633 0.12 � �� 2�g 28.� E 23-8-8 � 1 2 3 4 5 6T 7 8 9 10 11 12 1.5X32 1.5X3.2 TL76-8X17.5 W=3X4.8 1.5X4.8 1.SX4.8 1.�X4.8 6X12 1.5X4.8 5X4 6X8 1.5X4.8 8Xt2 6X8 �_ B - 8 �_ 1-6-0 1-6-0 �_ � 8X12 TLt G-6X17.5 6X6.4 6X6.4 6X12 W=3X4.8 6X8 6X12 23-&S � 20 19 ,18 17 16 15 14 13 2157#3.50' 1516#3.50" 23-s-e J EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-�_OK 20-GA ST scale = 02500 W�IRNING: READ ALL NOTES ON THIS SHEET. TC Uve 40.0 psf Designed By:BS �DQD� A COPY OF To IIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf BRACINGWARNlNG DESIGNINFORMATION BC LIV@ 0.0 F/Sf Checked By: �' Bmcing:hawn ort Jtis d/awing'v rwt ercctinr bracing,wind 6racirtg, Thia d�rign is(or an indivi�d 6uildina eomponnu mrd 1m+been based on in forma- porrd 6sacins o.aLnila�6mcing which u a;+rt o f the 6uifding 6an provided 6y tlu dient The deri�nn disclainv any rcapoivibiGty fo�damage� BC DCBd 5.0 Sf derign and whuh r'wst 6e con.ndercd b y thc':ifding designer. ar a re�ult of fauky w inconect infomiatlan,aPecif�x m�d/o�den8^f P Date:10-30-92 ��2� Bmcing rhown ir Ior/aferd support of nusr�nemberr onfy m rcdu� fumished to[he buar derianer 6y Jre client and the mmeca�era o�accuracy o f TOTAL 55.0 PSf �7 buckling knarh Provitionr nwit 6�made u�^nchot fattrd b�acing thu in fom�a0on af it may ielate to a rpeci�ic pro�c�.Thir fnrts har 6em U or mdr and fpenf'�ed tocatlnw duemd.+�d F�d�e build'v�g designn. derigned in accordancr with TP!-8S and NDS-815'ro Le incorporared as part o f Design Criteria•TPI Addiriona(bmungo the overo�rtrucmrc m,y 6e nqu'ved the 6uilding deaign 6y a Bui/ding Deaigner.When rrvinwed frn app'ovd by the LOAD DU R.FAC: 1.00 ' (Set HIB-9l a f TP!f For speci f'rc uvaa b,:.,ing requtxments, 6uilding designer,d�e design[aadlnga ahown muat 6e chedoed w 6e aurc tha�the --A'OOD TRUSS SYSTEMS- coruacr 6uilding derigner. (Tnut Plat�Inxr'r,�re,TP/,is focated dma ahown ax m agnemtnt with tlu loeal building coder,locd c(imatic recadr SPACING• 16.0" S@q�l'08.17.92-73155 at 583 D'Ono frio Drive,Madiron,A'isconrrr,57719). f or wind or rnow loadr,Pro ject speci fic�onf or rprcid applied loada. • .