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Plans (380) 1 "I - ir''''T T''''' Rt ( Li," 'IP „ 1. :. J ../4.1 ' SEP 2 7 2016 CITY OF*T.)GA RD BUILDING DI VISION 35-00-00 SPAN PliFIA1-1(3726)11 °'N'A 11 17 !‘l P GARAGE LEFT I,15 ME I co L 17!121 I L - - - - ligr, ; . , i 00 b? ' Di{ 0..... ..) 17/121 17/121 a l _ EX7 i .....1 7/12 PITCH 1-0 O.H. L. --I 25# LOAD CA' I ! ! 1 I , 1! 1 1 ARIEL TRUSS - r E E 4' I 1 1 574-7333 I / i . Ai moo J3 . 1 DRAWN BY: ja°01 , 11 KEVIN LENDE 40) G.E. I -,1, I G.E. op iVi" 14-03-00 SPAN 1 ,- I Li.. LINER C3F ik, 60 3( 'DD STRUTS 6-07-08 SPAN ' 10-09-00 ). /4542 SPAN / 0 ;5-01-12 \---- --, = = 0 L a ro \\„., c c w n Nt s 35-00-00 I SPAN 'i D.R. HORTON 019 PLAN 3726 "A" 1 r GARAGE RIGHT I I J3 , 33 `.-I 1 742 1 `6 • I I 1 _ - - -• se ei 1 , DS F - -I 17/12- 17/121 l = I o t I 2000# SHEAH/DRAG . 67(:), 7/12 PITCH 1 ©S. 25# LOAD �� 1-0 D.H. , i D? E(iD ill ill �' N�. – _ p!_ ARIEL TRUSS iiimw574-7333 ' Z) J3 o DRAWN BY: il 4, � i0 0. 1 A NO 11. . \I____ m KEVIN LENDE �o -�1 _ N P7/12 am INIBMWei I_ I 3 G.E. ` 0, �� I E 71/ _2 y 14-03-00 ) 1-7 SPAN 0 X31 1111 Q g2 V- JACKS9 -- ADD STRUT EA )--- 10-09-00 SPAN fr C _.* i 6-07-08 J SPANLLA) ,S ,a iN` ,, O 3 D —1 C N H 7 Cl / , * FEBRUARY 14, 2012 Standard Gable End Detail ST-GE100-001 I II I ® MiTek USA,Inc. Page 1 of 2 111/ED Typical_x4 L-Brace Nailed To 2x_Verticals W/10d Nails,6"o.c. Vertical Stud , Vertical Stud (4)-16d Common DIAGONAL Wire Nails BRACE ] \k . .411 A Ill MiTek USA, Inc. Common SECTION B-B �� Wire Nails DIAGONAL BRACE r-----...L � WI Spaced 6"o.c. 4'-0"O.C.MAX /E 2x6 Stud or Wire Nails into 2x6 R 2x4 No.2 of better -■ TRUSS GEOMETRY AND CONDITIONS /=/ \ SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Nailed To 2x_Verticals 12 SECTION A-A w/(4)-10d Common Nails 'liii. Varies to Common Truss 2xa Stud SEE INDIVIDUAL MITEK ENGINEERINGAl I I PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d NAILS AT EACH END. �Y ATTACH DIAGONAL BRACE TO BLOCKING WITH 6��L'I 3x4= (5)-10d COMMON WIRE NAILS. iiiiiiifimmiong l ► (4)-8d NAILS MINIMUM, PLYWOOD .//��/ SHEATHING TO 2x4 STD SPF BLOCK * -Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B X24"Max Roof Sheathing NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. L1_IIIIIIIIII/IMMV.i / 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND (2)-1()d, Eg \�\ / WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 1 -3 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT i� (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 �rUS, -s24" o.c. DIAPHRAM AT 4'-0"O.C. @ 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL ��io / BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. I \// AGONAL 2'x6 DIBRACE SPACED 48"O.C. (REFER TO SECTION A-A) Diag. Brace ATTACHED TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 pOlnt COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. TO BLOCKING WITH(5)-10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed _, TYPE TRUSSES. 11 End Wall II HORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL DIAGONAL Minimum Stud Without 1x4 2x4 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 3in 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.