Loading...
1999-5061 4) V TRUSS 2 X 6 NAILER 1 0 48" O/C I ' I 11 1 16° LVL HEADER 0 EACH END 2 t (SABLE BRACIN(3 DETAIL SCALE: 1/4" - 1'-0* NAILER / SPACER DETAIL. NO SCALE ^ I I 1 I II 4714 I I I I ' 1 1 i � 1 I , i 1 1 I ' � I ' m f 1 ; , I I I I I i { 1 1 1 ' I 1 I 1 1 1 ! I I I 1 1 , !.nl ' I i I II I OI f i i �I II Mal i 1 i 'I ,I 3h1 "� _-- METAL SIDINCs CsABLE ENDS ONLY (pX6X20'PTPOSTS • 23'-S" - — - ----- --- OUT TO OUT OF POST LA1'0UT FLAN SCALE: 1/4" = !'-O" I i , I 1 1 I 1 1 1 I 1 1 1 11 II I I I I i 1 I 1 I I 1 1 I 1 I I 1 1 1 I 11 II I � 1 , 1 I 1 1 1 I 1 I 1 I 1 1 1 1 11 II i 1 I 1 I 1 I I 11 11 �1 1 1 1 I ,1 11 1 1 I 1 I I 1 I II II ! I I I II 11 ,1 1 � 1 I 1 1 I I 1 1 1 1 , 1 I I 1 I 1 I I 1 I 1 I I 1 1 I I I f 1 � I I 1 1 I ,1 II 1 I I I 1 1 I I I i I I 1 , I 1 1 I I f 1 I 1 1 � 1 tl II II II 1 t I I II 11 1 I 1 1 I 1 1 I 1 1 1 1 I I 1 I I I 1 1 11 11 1 m II I1 1 1 I I 1 fl 11 1 I I I I i 1 t 2 - 1 3/4" X i6" LvL BEAM ' I 1 I ON BOTH SIDES OF POST I It 11 I 1 I ! I I I I I 1 1 1 1 1 1 1 2 X 6 TRUSS BLOCK 1 1 1 I - TYPICAL I 1 1 I I I I 7 I I I 1 1 1 1 I I I I 1 �--- 6 X 6 x I(o' PT POST 2 X 4 GIRTS L 2 - 1 3/4" X lb" LVL W ON lEA04 6m OF P06T 2 X 6, VIAWN, 4X&Xtb" HEADlR BLOC DIAGONAL BRACING DETAIL SCALE: I/4 • 11-011 ♦ 1 1, if ! i / 1 , 2X4X 14' 1 1 I 1 1 1 1 I I 1 I I I ' I 1 1 , I I ✓1 1 1 I I 11 1 ' I I I 1 1 I 1 1 2X4X12' \ 1 F I 1 It ' I I I/ I t I 1 j 1 1 It l I I 1 I 1 1 t 1 1 1 1 i i 1 1 SOTTOM CHORD j 1 1 1 1 DIAGs. �ii71tAC4 G , 1 1 , i / / / 2 - 1 3/4" X tfr+tl LvL BEAM \ ON BOTH SIDES OF POST 2 X 4 X 12' 1 1 1 1 2 x &TRUSS BLOCK - TYPICAL / 0 24'-O"TRUSS I iYi SIT/-Ll - AOL" ^If - - 7A" ri V QirJ e-m TRUSS LAYOUT FLAN SCALE: 1/4" = 1'-0" RAKE TRIM-- 2 X 4 2X 10 2 X 4 GIRTS BTWN WEBS IN GABLE END TRUSS BROWN METAL SIDING 2 X 4 END WALL GIRTS • 24" O/C 2 X 8 PT SKIRT BOARD )A' 1 io l i I 1z j 0 TRUSSES _ W REGULAR TRUSS ON GABLE END 3000 arab ONicriina � AunasPs,3`K 666L o T 9nd I 1 I 1� 4" LVL HEADERS � � I �dooVJ rvX6PTPOST 11:II Z m 2 m I1' 1'' A' , pt a susid W Q� to col 3ua� 8Q wJ 3 - Ilutis rj la w! a�u�idwm U) T = Ul IS r I C -L EliWl Lu V I 1 AC C3MEIIA3U I I <( a z d 'ld3 300 v sf t ai in o MCI? o m CABLE SECTION SCALE: 3/8" = 11-0' 12,-0" SYME�!GAL e CENTERLINE RIDGE CAP 2 X 4 1DURLINS 24" O/C 16' 93RMN META. ROOFING j (REED CUT TO TN) I I I A 48' OtG `'-RUSSES (WMS PLR "`=R 1 , r , 2)<8 i 2 X 4 TRIM ON 2 x 10 FASCIA 4X;XW, 2 X 4 150'"0" BRACE + 1 ' HEADER BLOCK THRU CO"T 14EADER 4 6 x (s PT POST ; f 1 1 ' I - 3/8' X 6 LAGS SOUS, 2 ��2 !N EACI4 4 X 6 k0k BLK f 6x6PTPOST -16' V (FIELD CUT AS REG'D); (1 GABLE END POST 1O' (DCTTEC LINES' I ' t ' f ' 1 ' ; BLACKTOP _ --_- • 40d POLE BARN NA!i 8 ` • F - • AFTER SETTING POST OF O Q e 19 F,�L HOLE WIT}» LONG.KEl ���Q'9 v o g Q<., W-4 - I-11N.1.8" DIA. HOLE �- m �,uJ CROSS SECTION SCALE:3/8" CONC. FOOTING �/*4 WaAK AUG__C COPYRIGHT - WARNING ONLY AUTHORIZED, INDEPENDENT BUILDER APPROVED BY NORTHERN DESIGN & BUILDING ASSOCIATES LTD. IS PERMITTED TO USE THESE DRAWINGS. NORTHERN DESIGN & BUILDING ASSOCIATES COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO THIS ORIGINAL AS WELL AS ALL MODIFIED DERIVATIVE PLANS BUILDER AND/OR OWNER MAY NOT PERMIT THESE DRAWINGS TO BE UTILIZED BY UNAUTHORIZED PERSONS FOR CONSTRUCTION OR SALES PURPOSES, NOR PERMIT THESE DRAWINGS TO BE REPRODUCED OR COPIED, EITHER WHOLLY OR PARTIALLY UNLESS AUTHORIZED IN WRITING BY NORTHERN DESIGN & BUILDING ASSOCIATES,LTD. r-t E :r c W L � f i .0 LTJ I ^ J t cl } 1 Z%1 x r r I 4 Sheet i 1 1 I of Project # i 12 78m99 a i ST,-7 T1OA- 9 t R ^ E E Mpg �e o Q A 3lEVE vs N4.-t I0 pc� L. 0 T A) b o ``pi.•. - �. ,. �.� / .�JL�,o�r/J' t>VTf. ,P�✓.4Ti o�✓q,{ C1�PR ' % i , /8�� Jfy' �/,v .✓E .�/!/•r/rEi' J.ycp C .0 = ,c7 /,✓�;, i AWO: 6-le-/9,4 (G23/Se)Av �`•.�� 2�O �g .rley/993 / ��.• �-- w� � g9� os�e"�F -o-.« O17 MYT ' d 1 '} 1 MEA ------------------- \ \ O f�``` `''° v/ a - 1,+ f ,138389 tip ---- ---- ---- ------ _ _ _ '�,? Cps FES_ )0188854/¢3Co � ---- � Pi —Z, o / _ , _,v Pi�E 2 sa' "1 - L u �.E Y/.!'� Q . JUiS/E �B / 993 ro ti/ v U ' _ ' ;: r /.P � .oioE . ' ` _. • •• _ .----',•-\ . � s \ '�'<-, � � h'. p �� _ U ' ' I" C ES - E3 r.✓9_ </o��Ad ��qU/.ST iJO Sit ,�L� �cwv�-YA�Vc� - h�o�,v�Es To �Ro t R---T \ 1 3 Q �� -,'' � ; , 4/t/O , Co�v✓Ey,.o.vcEs rc� /`T UNrE.(� -4•+�0 .J TE t .q r ` R. N . D E rJ No s '�' ✓�� O L 7-0o E.Q .00 / / 84 T A c 54 -rc �3z7 5 225 _ `l `--- - f" ------ --- - � _. 7 3 9. 8%m (993742 tzil- 28.3 — — --- ' - _ o 14 PC//JE L.. M.4�sL .� TUnc'�-,� 1l /ti• H can/ o /4c. / T - eETr 7-0 . I B�OuJF,P. E.t EC ,c1�-4 f c- T'� /�li�Gg EG Eif u ! r`'`"�.� _ T �f Ec riaN /09 B.LOC� 13 t P.q.Q C E.0 f .' .21.. 5, ZG. ! 28.3, 30, 3/ 3 2, 33. /, 3IF 2 /1/a T� -' .o.9.Q c• E-•G J �.s�oc3 �..�,/ i.v C/�P�•�e�', S t } I - % %EE��t/�j ro�✓„/L 0,2.0 \ u t t ; . ., r E� _..,., , y - ,, ` yi a / �� T 7-d t c EN i� -- p ,ECj -, i `�::.1/1+ �' � ` ,, - • (�'1 %-- ,O:� �% /.3 i93/ � 0 8 8 E L L �D / 86 1Z 77 F% D .' lJi1jE Of- J Ali:. t . •�'* !-'f '.. h? r�lil�it/j" p�C Tqj� 3�i 7 _ P q e C E L yet: 411j 7.F '-t' 'y .' ,`-<� E. f D�f,�� �v - w E ' _ FCNcE 5CO 00 / 3 - L,%/ Ire�' � r--�•' °'oeanswrw ..rr a•as - k P e 'wr°wx�M�w+rs rr, u� •V�✓�ta+aw•• - _ l - ✓ P e i 4 ' ` r _ r R 3- 22 4 0 ` -s 7-5 CS8 2/ /o 90� 4, _ f a YM i �1 /`/LL3A/1lY I/✓TE,p/✓Ar/Di✓.4L l..�Q,a.� �t. - ' 73 '. ? / /Si2 x �� Po ��E p �iv� FE.4 �f�E.P.1'To �Y.vA �G •s/ ,o C. -3 5 c 2-53 TN4T IN/ f �Y7F� v 11JAJ I�QE�AREU F.po/✓T 9� i%'CTl/A< j 09N/E•C .Q, F� O.s�1P/j.�,PA .(. ,oPya.(� (- � <�EEI� /,/. y-f-' fJ� .) \ G ZS/ 2-37�) J+/ELO .JnG To RECo2/J OESCi21�r/oNs i✓O !> 4S✓u� p✓sE�y OwpPsc�FoTR,v���EQ I itr W !o c gr�o.c/ o� T/Y'E QoC/�O AR/t,S -9�/O itiv/2UY��t9E�VTS O�Y s �✓o EiYC /2 0.9 c y �/lE.YTS EXC� .oT AJ J•,./ o 41/ � '� -: ��,/ Pa BE.p T � •oETE',P NE�E,P +, WERE a �. 5-23-/986 ys ��v .4�YpnEly T• yl�CpPit7AC.� /wl A .VO. 31739 ' x v'1 --, f✓1'1 Lit. ` e �C 17 /✓fY/.J,p�lll T. ,L1 `l' O?/J4.9C.� plS. NYl lic. No . 3 / 73 9 i s;