1992-004663 - new residence - Laserfiche WebLink

Home Browse Search

LYMAN WO:4a�4o WE:a4151.1 Truss ID:FF TOP CHORDS: 4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations 60T CHOROS: 4x2 SPF 1650E-1.5E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 16- 4- 0 15) 19- 9- 0 WEBS: 4x2 SPF STANDARD on truss vertical. 2) 2- 7-12 9) 18- 1- 8 16) 16- 4- 0 4x2 SPf 1650E-1.5E 2.3,16,17 NOTE: Maximum truss spacing is 16.0" o.c. 3) 4-11- 0 10) 18- 9- 8 17) 11- 5- 0 All COhQRES5I0N Chords are assumed to be 4) 6- 6- 0 11) 19- 9- 0 18) 8- 6- 8 ..TC...FORCE...C51 ..BC...fORCE...C51 continuously braced unless noted otherwise. 5) 8-11- 8 12) 21-10-12 19) 6- 6- 0 i- 2 -29 o.zo z�-zo zo�a a.ab 6> 11- 5- 0 13) 24- 6- 8 20) 4-11- 0 2- 3 -3533 0.36 20-19 4093 0.77 �) 13-1�- 8 14) 24- 6- 8 21) 0- 0- � 3- 4 -3533 0.25 19•18 467� 0.96 4- 5 -4092 0.50 18-17 1677 o.9e ------------ TOTAL DESIGN LOADS ------------ 5- 6 -4961 o.ez i�-�e �e9a i.00 Uniform PLf From PLF To 6- 7 -4961 0.63 16-15 3826 0.16 TC Vert -76 �- �- � -�6 4-11- � 7- 8 -453d o.s3 is•i� 2oie 0./6 TC Vert -66 4-11- 0 -66 19- 9- 0 8- 9 -1531 o.s� TC Vert -76 19- 9- 0 -76 24- 6- 8 9-10 -4534 o.so BC Vert -6 0- 0- 0 -6 24- 6- 8 10-11 -3463 0.26 Concentrated LBS Location 11-12 -3463 o.ss TC Vert -259 4-11- 0 12-13 -29 o.zo TC Vert -259 19- 9- 0 .MEB...iORCE...CS1 .NEB...fORCE...CSI 2-21 -2 316 0.31 7-16 -412 0./2 M�R� � � � �� O� f0(7plf P��r�d by Ir1� Or undot 2-20 1705 0.32 8-16 -166 0.03 � �� ' � a � f�{fiC� ��yjsjp� 3-20 -379 0.08 10-16 B08 0.68 � R9$,�I�� 4-20 -740 0.17 10-35 -637 0.13 � � � t� � � �y� � 4-19 348 0.29 11-15 -340 0.O7 �� ••��AdpR 5-19 -669 0.19 12-15 1645 0.31 '�/;�'vy'a, 5-17 325 0.T8 12-14 -2321 0.34 � �' 6-17 -162 0.03 13-14 -135 0.03 Date -Z'"�Z Reg. ho. 12469 28.� � 24-6-8 � �1 �2 �3 �4 5 6 7 8 9 10 11 12 13 1.5X32 ST1&5X10.4 ST18-5X10.4 1.5X3.2 1.SX3.2 1.5X3.2 1.5X3.2 3X4 3X4 1.SX3.2 3X4 1.5X3.2 W=3�1� 1.SX3.2 --�- B _ B --�- 1-6-0 '1-6-0 _� � 4X12 4X12 3X4 W=TL76-3X11.2 3X4 3X6.4 4Xt2 4X12 24-6-8 � 1 20 19 18 17 16 15 14 1206#3.50' 1208#3.50" � 24-6-8 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-lOK 2aGA ST scale= 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC l3ve 40.0 psf Designed By:BS QDQDQ A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 n l BRACINGWARNINC DES/GNINFORMATION BC LIV@ 0.0 � Checked By: Il� Bracin ahown on fhis drmving ia not necar,r�braein,wind bracing, Thir desi$n ir for art individud 6ui(ding component and haa 6een baaed on in fomia- P ae g portal �acin�w rimifar bmceng which is a part of the buifding 6on provided 6y the client The deri �duclmme anY rcsponsi6itity fos damagu BC�8�1 5.0 S} deaign and w h muat 6r mnndercd b y the buildixg dexgner, as a rcrult of faulty m im�omec[in��mafion,speci fuations and/o�deaianr P �ate:�aaas2 O�� Broceng ahown u Jo'lateral aupport of dura mrmbera on!y to xduce funwhed ro the bu.ra derigrtn 6y clien�and the cwndneaa or accuraey o f 6uclding lengh Praviaiona must 6e made tn anchor b�ervl bmcing thir inJomiatin.on m it may rcl�e ro a speei rcp �ect Thia br�aa lw.r 6ern TOTAL 55.0 � ma' ro at ends and apecr f'udlocationa detem�ined hy[he building designer. deriy��in acco�dance with 7Pf-83'and NOS-86"m 6e inco�porated as part o f Design Criteria•TPI Additional bracing o the overaQ mvcmre mny 6t required. tht bu'Jdins dtaign 6y a Building Detigner.R'hen m�iewed for approvd 6y the LOAD D U R.FAC• 1.00 ' (See HIB-91 o f TPI�Fw speci fic wu bsacing tnments, building dtaigner,the design badinga thown mutt 6e checked ta be xurc that fht � � ---•WOOD TRUSS SYSTEMS- coivac�6uilding deaign��. (Truas Plau Inrun�te,T�ir/xated dara ahown me in agreement with the laca!6uilding codes,lacal cGnwric mordr SPACI NG: 16.0" Se rl'08.17.92-73187 at 383 D'Ona frio Drive,Madiaon,A'irrnnrin 53719). fw wirrd or anaw loadt,projed rped f'tcotionx or tpecial a ppGed laadr. q '