1992-004663 - new residence - Laserfiche WebLink

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LYMAN WO:a4140 WE:44152.t Truss ID:JJ TOP CHORDS: 2-4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations 2-4x2 SPF 2100E-1.SE 1 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 16- 4- 0 15) 19- 5- 4 BOT CHORDS: 2-4x2 SPF 2100E-1.8E on truss vertical. 2) 2- 7-12 �) 16-11-12 16) 16- 4- 0 WEBS: 4x2 5PF STANDMU NOiE: Maxim�m truss spacing is 16.0" o.c. 3) 5- 1- 4 10) 18- 1- 8 17) 11- 5- 0 2-4x2 SPF STANDAR� 2.17 All COhPRESSION Chords are assumed to be 4) 6- 6- 0 11) 19- 5- 4 18) 8- 6- 8 2-4x2 SPF 1650E-1.5E 3.16 continuously braced unless noted otherwise. 5> 8-11- 8 1�) 21-10-12 19) 6- 6- 0 4x2 SPF 1650E-1.5E 5.7.8.13.14 6) 11- 5- 0 13) 24- 6- 8 20) 5- 1- 4 ..TC...FORCE...CSI ..BC...FORCE...CSI �) 13-1�- 8 1'1) Z4- E- S ZI) O- O- O 1- 2 -25 0.11 21-20 3287 0.29 2- 3 -5990 0.26 20-19 5990 o.as ------------ TOTAL DESI6N LOADS ------------ 3- 4 -7377 o.zs i9-ie 9464 o.�s Uniform PLF From PLF To 4- S -7377 o.si �e-i� 9464 o.ei TC Vert -76 0- 0- 0 -76 9- 6- 0 5- 6 -10823 0.�9 i�-ie iosse o.ee TC Vert -325 9- 6- 0 -325 15- 1- 0 s- � -ioe23 o.ei 16-15 8305 0.63 TC Vert -76 15- 1- 0 -76 24- 6- 8 7- 8 -8923 0.53 15-14 3285 0.30 BC Vert -6 0- �- � -6 24- 6- 8 8- 9 -8923 0.33 9-10 -6032 0.30 ' �4�_ � � t�l� � �� 10-11 -6032 0.37 ��rrW 11-12 -6032 0.27 w� �� Q� ur�� d� Or �'t 12-13 -26 0.14 .MEB...FORCE...CSI V�� RaD�'•�ed Prot�n .MEB...FORCE...CSI � i-2i -ioe o.02 �-i� zee o.2a �ih0 � a( 2-21 -3623 0.37 7-16 -1844 0.51 � ^ ,�' '��_/Ye/'✓ 2-20 3033 0.28 8-16 -325 0.06 �y��d� 3-20 -1367 0.27 9-16 1348 0.25 3-19 1860 0.35 9-15 -2549 0.37 4-19 -141 0.03 i1-15 -224 0.04 � ��7_-y2 5-19 -2341 0.34 12-15 3081 0.29 '�'�'��+• - p�, �,�p. 12,� 5-17 I515 0.28 12-14 -3620 0.37 6-17 -816 0.16 13-14 -112 0.02 28.75" l�el , � 2a�-s 1 2 3 4 5 6 7 8 9 10 11 12 13 1.5X3.2 i.5X3.2 1.5X4.8 8X12 1.SX4.8 1.5X4.8 1.SX4.8 8X16 SX8 6X12 t.5X4.8 6X8 1.5X4.8 W=3X4.8 8X16 -�- 1 , � t-�-o t-s-o � - � 6X12 8X8 6X12 ST18-5X10.4 8X12 8X76 6X12 W=TLi s-3Xt 1.2 24�-8 1 20 19 18 17 16 15 14 1716#3.50" 1719#3.50' � 24-6-8 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale= 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o pst Oesigned By:BS QDQDQA COPY OF Ti11S DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 ,/LV BRACINCWARNING DESIGN/NFOR6fAT/ON � CheckedBy: 10l Bracing ihown on thi.r drawing ia not ercetiari 6racing,wind 6mcing, Thir d�d�is fo'an individud 6uilding canp�r��and har been bared on in fomw- BC�V@ 0.0 P8f partd 6raeing or rimilar bracing which ir a part o f the(nri/ding arn�prw�ded 6y the clitnt The derig�dixlaima an xapansi6iGty fo�damagea design and which nwat 6e considered 6y the tui(ding derigner. m a rcruh of}'adty or incomecY in jormatlan,rpcci feYca6oxa and/or designs BC Dead 5A PSf Date:10.30-92 0� �0 Bradng ahokm'v(or lateral aupport o f was membera ady m rcdua fum'uhed m the bwa derigner 6y the eL�nt and ehe comecmers or accvmcy oJ buckL'ng kngtl�.Provision.T muat be made w anchor Ioeerd bracing this in formadnn os ir may rclau W a apeci�iepo�t,Thia duat haa 6etn TOTAL 55.0 PSf �endrmrdapecified7ocationsdetermin�dbythebuildingAerignei. designedinaccordmicewith7P1�85'and NDS�86'tobeineo�poratedaspmtof Design Criteria•TPI AddeGond bmdn�go tht ovemp advcan n�ay 6e nquircd the bu'ilding design by a Building Designa.When rcviewed for approval by the LOAD DU R.FAC: 1.00 ' (See HIB-91 o f TP/jf.For rpeci fic was 6racing rc�urxmew, building derigner,dre design loadinga shrnvn must be checked w be mrc d�at the ---N'OOD TRUSS SYSTEMS- corvaa buildi,�g dui pne,. (T,us.r Plare I,vdrua,TPI,u 1«ated dara shown are in agrcement widi the/ocd 6uilding codes,l«d cllma6c rccordr S PACI NG• 16.0" S@ Il:08.17.92-73196 at 383 D'Ono frio Dnve.Maditon,Wirmnsin 53?19). fas wind w anow Ioada,Pro ject apeci f'tcadora w specid applitd bndr. • q