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Plans1 l 35-00-00 SPAN D.R. HORTON C219 PLAN 3726 "A" GARAGE RIGHT 33 J3:,: 7/.2.2 OD . '''.- c---D . , ©N DS I7/12I 1- -- -I 17/121 -S.- I = I o �� I 2000# SHEAH/DRAG 1 LL I L 7/12 PITCH is, DS- 25# LOAD D(41-0 0.H. ._.. .. D3 DZ _ _ _ 1 _ _ 7 1a. �� (..��� ARIEL TRUSS I I I I `-�' 574-7333 I 1 i1 \. ( I ,13 an 03Z \ 1 •J3 F DRAWN BY: . Ad NO O.H. \ OD KEVIN LENDE Friblitairt,_ , --\ * GZ 7/12 1 `' el G.E.cA-1Z � li 1 7/ 22 y y 14-03-00 SPAN 0 Q $Z. JACKS J 1 ADD STRUTC_ ;)1 k---10-os oo o SPAN 1 ~, ,. io 6-07-08 rt SPAN C-V S 2-4 ( __ `._r n o 3 D C -i -7 C W H 7 n FEBRUARY 14, 2012 Standard Gable End Detail ST-GE100-001 111/IED O MiTek USA,Inc. Page 1 of 2 Typical_x4 L-Brace Nailed To 2x_Verticals W/10d Nails,6"o.c. Vertical Stud I' 1 Vertical Stud (4)-16d Common DIAGONAL - 0 X›,--,V Wire Nails , ` BRACE MiTek USA, Inc. �- 16d Common SECTION B-B Wire Nails DIAGONAL BRACE r-----16.- —�111°1k' Spaced 6"o.c. 4'-0"O.C.MAX (2)-10d Common •Ut 2x6 Stud or TRUSS GEOMETRY AND CONDITIONS •Wire Nails into 2x6 .,.' 2x4 No.2 of better 2 SHOWN ARE FOR ILLUSTRATION ONLY. mb:141L--'----, iii Typical Horizontal Brace Nailed To 2x Verticals �i iiii,, ,,12SECTION A A w/(4)-10d Common Nails Varies to Common Truss2xa studeAK—A::!!!!! %!!!..—ar,„,„„%%% �: SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING poi TO TRUSSES W ITH(2)-10d NAILS AT EACH END. iii ATTACH DIAGONAL BRACE TO BLOCKING WITH Illhi 3x4= (5)-10d COMMON W IRE NAILS. OD ""'AIS AW���%�AIIII/I1�11///I1�,/�� SHEATHING TO 2x4 S D SPF-8d NAILS MINIMUM, OLOCK * -Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B ,24”Max Roof Sheathin. NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. r rl 13 ► ' / .—.�.��V��"a 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND ���"�� WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 1'-3„ (2)-10 ' uX/ 3.ARCHITECT OR ENGINEER FORBRACING SHOWN IS FOR DUAL TRUSS TEMPORARY ONLY.CONSULT AND PERMANENTLDG. Max. / ���� (2) 10d NAILS BRACING OF ROOF SYSTEM. 4 # 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF I--, DIAPHRAM AT 4'-0”O.C. �� /TrUS' "S C 24" o.c. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A I,�� / 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL i_� BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. •--- ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. 2 6 DIAGONAL BRACE SPACED 48"O.C. (REFER TO SECTION A-A) Diag. Brace /gTTACHED TO VERTICAL W AI TT (4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 point /COMMON WIRE NAILS AND ATTACHED 9. DO NOT U8. THIS SEL DFOES NOT APPLY TO STRUCTURAL LAT BOTTOM CHORD GABLES NEXGTO SCISSOR if neededABLES. _; (5) 10d COMMONS. TO BLOCKING WITH TYPE TRUSSES. End Wall rl HORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SPF Std/Stud 12"O.C. 4-9-12 5-6-7 7-10-0 9-7-7 14-5-3 2x4 SPF Std/Stud 16"O.C. 4-4-7 4-9-8 6-9-6 8-8-14 13-1-5 2x4 SPF Std/Stud 24"O.C. 3-9-10 3-11-0 5-6-7 7-7-4 11-4-14 X Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces attached to both edges. Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c.,with Sin minimum end distance. Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98,ASCE 7-02,ASCE 7-05 100 MPH ASCE7-10 125 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS.