Loading...
36-153 (9) 1 Y I a I w I u � , I t. I � t JAW Si ----------------------------------------------- �A'Y' X13 '94 digs 5?AM FURMAN LUMBER .0 P.4 o a ; w E gga cn a ra N _ � � r, S M Et do Mill i Ir ff I w UT 16 2 1 �g s aro �gm Ho w1 4911111 2 R,e q C Mn ill d fNr m� �IMM S9 �U, u000 rA 94 y'g �g y v 0 0 m P gainbOC � H CF Em w Rbb i p o x''r 5'14 X_FA°� Q S. yAp yyg 6A01 � o � a p t cvmAw.aw�k0 r+M rIa NNO�f N d •• A v •� rr bww p (r U,Q � T ---------------------------------------------------------------------------------------------- 94 08:57AM FURMAII LUMBER CO ------- --- ----------------------- - -------------- -------- P. A MAY 03 '94 08:56AM FURMAN LUMBER CO P.3 BEAM SIZE: 1- 750 X 11. 875 GL3100-2. 0 NUMBER OF MEMBERS 4 LOAD LOAD LOAD wi W2 xi X2 CASE TYPE SPAN SHAPE (PLF) (PLF) (FT) (FT) ---- ---- ---- ----- ----------- ----------- ---------- ---------- ALL D 1 U 172 .5 0. 0 16. 0 ALL D I U 60. 0 0. 0 16. 0 1 L 1 U 345. 0 0. 0 16. 0 MAXIMUM DESIGN SECTION FORCES: LOAD CASE MOMENT SHEAR 18480 4620 SUPPORT REACTIONS (LBS) CASE B E A R I N G N U M B ER ---- --------------------------- 1 2 1 4620 4620 CASE BEARING SIZES (IN) --------------m------ 1 3 . 00 3 . 00 LOAD CASE LIVE LOAD DEFLC. TOTAL LOAD DEFLC. NUMBER SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? ------ ---- -- --- ------ ---- m----- ------ 1 1 0, 240 0.533 800 0.402 0.800 478 STRESS INDICES: CASE msi VSI 1 0. 435 0.287 SLENDERNESS RATIO 1.70 LIMIT = 10. 0 P P'Y f=1:3, .1'94 03;55AM FUP-lA h LUMBER :__0 F 12/26/93 08:29 : 39 GL-LP94. 1G LOUI AANA-PACIFIC CORPORATION / GANG-LAM DESIGN REQUEST NO: RELLY-FRADET LUMBER, TWO STORY COLONIAL DESIGN CRITERIA LIVE LOAD= 30 . 00 PSF DEAD LOAD= 15 . 00 PSF SLOPE- 0 . 000 STRESS INCR= 0 % DESIGN CODE- BOCA ALLOWABLE DEFLECTION: LIVE LOAD= L/360 TOTAL LOAD= L/240 SPAN CARRIED = 23 .00 Ft STRUCTURAL GEOMETRY SPANS= 1 CANTS- 0 LENGTH {FT} SPAN 1 16. 000 OVERALL LENGTH= 16 . 00 FT ** WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-95 WARNING- VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC'S ENGINEERING DEPARTMENT. www ' w 140 .o e t7 N � m �Z E O tir U A A w C.4 ZU 14 IX H N ••ONOe t m ° •• W W I 1.tiNNOm I� aHoGG W .. 0 y I(1ONM10 r.-1v aw O U mm.+vmminm z w W a Z 4Rn .0 O lm ° a a z z,>- N ° E- 0.414 m H 140 zo o o AnH i /11 U U zv1U V y >QpEO W wpFp 4 O ((<UpD�mUw°1-]1NN LL °U mGx1U-AN3ZZ nQ'� a 01 n. r U Zo�� Z � � N�mv w N m F W (pp E R 35 W 1�S 2S�p � W NSJZ O fq o v zta ®. OvZ d O M p _ y. �OF FI m Y o x F W A H W 1K U $ iii S .°r.s �cva ♦ E� g aZW m m ® oH 4 + SL€s uu c� � � a Ari — = f • xJ UL �i t E +r r ,0oo D 4, g W HOOO V x m gig w a0Z N ZZaaaZa OY p yAA ww U� N000 Z • �/f U ; U • OC33+ 1 I I V•'�- 4~ 4�� wW000 •r• � ZVN o O O O O O b JUw w Y N r 11 N 0 3 ? J a aaa O CN z ow$�5w U. H 9w� ¢ H ano to � co z o S+4, G� Q a W z z I 1400 , I li .A frw s H W W 2 esV, H ZZZ JV D 55� LLLL 1 i O ui + r.. DM1.Y'P w O w F ��� 7d J;r'�L _ of ��-> a W O �SizZp�?�y$ SS"11�LL5� o Z a$oU�UW m °�� m 1ay�� t�Za co O > yWO Zt. �ZO 0Nuni, Z E4o o "S1A �•Q >?0 i wm A-=F 08� w Vaparc ��a$ Q a m a gEEgx � 13 � LLOm�� C., JAW Jmw OWw� � �Z 1 w gsowy £Z r Ny8 1wuiam �� 9 1 yo Nw W. wm� m H_ qI rga t� mv�igNQmw o�m� w �3 CwTZ°� �W Qpp pQpgOQpQQ(;J UU�im LL yQ Q m Jam] V1.�J(r(��OaJ (QW(��� fn N lD NO HONNC' pIA3y cL_ QJ?W�_�`)) x((A�Zp Z m$LL WJ�Z N2' 8 zcc Q t' i xU a8 w GtGt C to r tQ UFQ Z_QF (NT 2 �y� � W WW O� cn� Lu a000 9 K u $ ~ W CWZrc Z sZ aw OW� 20m E-< O Z U�OA tl y�rcaw�108 ' �m S O~ W WWgqpppp C m vuA c� CA ., e x 140.4 w er g IL mZq>52F2y�ylwOab> N Z u.m m aaa .a Himl [7 Oi8212 a ;WOAA�Z aLL OO j �WWLL (Z�WQy$ E. eta w i y$aF�w U � v 14 a � �� ~�5 =1—L F u• T//ZF JZ� (W�! V aW .' iii lil0 v 8N t O J 0E n N w LU Y N vi•f h r 31� yyti 00 oe aaa w �v M N d. •D ONUI O \\ M•+�+' °• as o 0 N A Y tl •• U E N o.-1 r !G D H H ••ONO V.-1.-10�� OV .. w C LY 1 1 .-INNOmm m N W •• A yw�ONMID r.tie 1M�� W H aW O I� 222 'd z on O 6 2 z14 N z a°Oa°a vi E aUa O A5 O O AMU o Kw 0 00 ow w 1 a ° J n nQ w o a LL OU mGxHcwn52;Z � m� a w Zoo 0 14 o a 7 r$v� '•i C S b_ w r =N o OY $E 35 3 S well �. ova No v z;a aevz d o,oA pp u �OF _ N O ° xEw cc 'N1. � PG U b v N o v Z U a f Ey $ ot3+++ z w m m ,9i o'"_N 9 •• 4 s Eg�_p s �o io yob s o ' a n a¢ g J z000 V E .< • Big 5q o $fib PIN V H 0 0 0 K O O�ygZU FW.r.-1.i �� .t iv g+ 5�5 HOOD $ as] w w u F q1',O 000 .f . s , ^ ^ONO n J W � J 5 wwW �z i,55� aaa � CD z •••Pr "� W z ° gw 2N E ..a OA ?.;, ww 9J ul �"� 000 E W1.914 z a � �` 8 ib � • N ZZH A 55Z � < IJL Y. �V �'f•' o � 4�' �j F� O •u M''YQ�Y.WA� '� 9$ �B � w O LL W ?x zUxU w �ppF a w 6 5 7 �W? +D20�W Wx w zmz OZZ gOmyH. � Oa~T y�cgpUwa Z cagy m 05N m $ +ZS 10 W O W O '•+ci W(7 IA1 S E O y g E zz0 ww w �� W �<� ��a m0 X 81< ° B•g1 kya F , i mul J?w m SOWW2 Ut z z E. `Z w � z_ Q� N � w �; � � �o a� ° " Via. . _ m O♦ y g N x Q O D m ~ W F F (n VJ °J 2-w 1y� Z N WO a lO r v I} �gc'Sli w m Z LL (11JJw J �� ZEN V' 1..1 I XUNNQ J IIILLLQJ wLL' ))WW F(�ZF y W �lz wJaa Za (Aw 0" m� '-D000 JFC6 -,QS .� .. aw -,w wmw N ww oLLOW gwz LLa7 Z � �WF '° U ° Z 424if gi°s � 1 vi�maW� w0 UGW �F w�L, o0o w t ^ z$ g m (�iyy��4zQ(�mrcm�i wUmS M' pLLAC Fa m a � aaa .a LL , >Y Z;WElZ p � �S <ZOLL ZW(p Ea, m a ff�L L _ µ, y WC14 c �w -i �gw=.Y2bag �grTli s < € g a e° i s :$ 8 � Y r I+i4 06 Z mU PO OUR JOB NO. A� Louisiana-Pacific Corporation FG-2949 Northern Division 2706 Highway 421 N. Wilmington, North Carolina 28401 All Mailings Are Made First Class Mail 919/762-9878 FAX: 919/763-8178 Unless Specified Under Special Mailing. SPECIAL MAILING DATE ❑ Express Mail ❑Other 05-06-94 ❑ Federal Express Kelly-Fradet Lumber REFER ENCE IDENTIFICATION 557 N. Main Street E. Longmeadow,Massachusetts 01028 Two Story Colonial - Furman Lumber Gentlemen/Ladies MA ENCLOSED ARE 2 COPIES OF DRAWING SHEETS ��1 &CALCS WITH STATE SEALS SINCERELY YOURS, ENGINEERING DEPARTMENT LP 6819 WHITE -CUSTOMER COPY CANARY-JOB FILE