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66 DEWEES - REVISED TRUSSES (3) T i ■ .111=1. � TECHNICAL BULLETIN . March 2010 by Weyerhaeuser Bulletin TB-300 Solution: • Use the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide(#TJ-9000)to select a connection for the uniform loading. Multiple options exist that meets or exceed the 500 plf requirement: — 2 rows of 1/2"diameter bolts at 16"on-center(570 plf) — 2 rows of USP WS35 wood screws at 16"on-center(540 plf)on each side of beam — 2 rows of SDS%"x 31/2"at 24"on-center(510 plf)on each side of beam — 2 rows of 5"TrussLok wood screws at 24"on-center(500 plf) • Determine what additional connection is needed for the concentrated load using the information in this Technical Bulletin: 1. Using Table 1,2A or 2B of this bulletin, locate the section for a 3-ply 1%"member and face mount hanger. Again,multiple options exist that exceed the 5,000 lb load requirement: — /"diameter bolts in a 6-bolt connection (6,300 lbs) — 16d(0.148"x 3Y:') sinker nails in an 18-nail connection(6,370 lbs) — 3'/2'WS wood screws in an 8-screw connection(5,740 lbs) — 31/2"SDS wood screws in a 6-screw connection(6,120 lbs) — 3%' TrussLok wood screws in an 8-screw connection (6,410 lbs) Note that the allowable applied concentrated load is dependent upon the type of hanger used and 16d common nails must be used for face mount hanger installation to achieve the capacities shown. 2. If the bolted connection option is chosen,the 3-ply beam must be checked for the effect of the bolt holes from the 6-bolt connection. This task may be accomplished by utilizing the location analysis feature in iLevel software. Per the detail on page 4,the bolt holes will be located approximately 1'to either side of the concentrated load location. After inputting the span and load information, choose the two locations corresponding to the concentrated load location(moi_) 1'. Upon completion of the analysis, compare the calculated shear and moment for each of the two locations against the reduced allowable shear and moment capacities of the beam for the bolt pattern selected using Table 3 on page 5 of this bulletin. See the Forte®software output on the following page for results of this analysis. The 3-ply Microllam®LVL beam works for the given loading. Refer to the highlighted values for the results at both bolt locations(1'on either side of the load). The highest calculated shear at either location is 6035 lbs. The highest calculated moment is 25,215 ft-lbs. The connection is less than 5d (48"< 14"*5=70")from the end of the member. From Table 3 of this bulletin,the reduced allowable shear for the 3-ply 14"Microllam®LVL beam with the 6 bolt pattern located less than 5d from the end of the member is 8,795 lbs while the reduced allowable moment is 31,905 ft-lbs. Therefore,the beam is acceptable with the 6 bolt connection. • Select the preferred options for both the uniform load connection along the length of the beam and the concentrated load connection at the hanger location and specify both on the drawings including information on fastener type, size, spacing and installation pattern as appropriate. Page 7 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com Aweyerhaeusec, Microllam,Parallam.TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company All rights reserved. ■ eve TECHNICAL BULLETIN March 2010 • by Weyerhaeuser Bulletin TB-300 Table 3: Allowable Capacities of 51/4" Beams with Bolt Connections Bolt Conn. Beam Depth Dia. Loc. 7+/4' 91/4" 91/2" 111/4' 11'/8" 14" 16" 18" 20" 24" <5d 6,235 6.545 8.755 9,560 12,345 15,005 Max 1/21, >5d 10,150 10,500 12,950 13.825 16,800 19,600 • Shear <5d 3,995 4.260 6,210 6,940 9,510 12,015 _1 (lbs) 3/`' >_5d 8.750 9,100 11.550 12.425 15,400 18,200 elc 2 10,605 15,295 15.685 23.905 32,760 42,265 cla4 9,355 13,470 13,730 20.915 28,725 37,250 y2 6 9,350 13,470 13,730 20.910 28,725 37,245 c` Max 8 13,510 20,575 28,275 36,685 Moment E (ft-lb) 2 10,600 15,290 15,685 23.900 32,755 42,260 /4„ 4 9,900 14,215 14,195 21,490 29,020 37,225 6 29,015 37,220 8 36.655 <5d 2,745 4,445 4,665 6,240 6.810 8,795 10.690 12.610 14,545 18,440 Max '/21• >5d 5,235 7,230 7,480 9,225 9.8510 11,970 13,965 15,9610 17,955 211,945 Shear <5d 1,455 2,845 3,035 4,425 4.945 6,775 8,560 10.390 12,250 16,040 > (lbs) 3/"'. >5d 4,240 6,235 6,485 8,230 8,855 10,975 12.970 14,965 16,960 20,950 2 9.960 16,220 17.105 23,990 26,730 36,385 46.670 58,130 70,740 99,375 o E .1/4,, 4 9,025 14,305 15,065 21,000 23,385 31,905 41,130 51,535 63,100 89,670 `° 6 14.305 15.060 20,995 23,385 31.905 41,125 51,530 63,100 89.670 o Max 8 20,660 23,010 31,405 40,510 50,795 62,250 88590 c> Moment 2 9.950 16.210 17,100 23,985 26,725 36.380 46,665 58,125 70,740 99.370 (ft-Ib) 4 15.145 15,895 21,710 24.030 32,235 41,105 51,120 62,285 88,015 1/01 6 32,230 41,100 ' 51,115 62.280 88.010 8 40,475 50,335 61.335 86,745 <5d 4,520 4,745 6.350 6,930 8,950 10,880 12.830 Max 1/2,I >5d 7,360 7,615 9,390 10,025 12,180 14,210 16,240 Shear <5d 2,895 3,090 4.505 5.030 6,895 8,710 10.575 J (lbs) 3/4"cn >5d 6,345 6,600 8,375 9,010 11,165 13,195 15,225 a2 18,090 19,080 26,760 29.815 40,740 52,430 65,495 o 4 15,960 16,805 23,420 26.085 35,725 46,205 58,065 rca ,/2 6 15,955 16,800 23,420 26.080 35,725 46,205 58.060 Max 8 23,045 25,665 35,165 45,510 57.235 co Moment 2 18,080 19,070 26.755 29.810 40,735 52,425 65.490 a (ft-Ib) 4 16,890 17,730 24,215 26.805 36,095 46,180 57.600 3/`rI 6 36,085 46,170 57.595 8 45,470 56,715 Table 3 General Notes • Connection location refers to distance from face of bearing to centerline of connection,where d is the beam depth. Less than 5d refers to connections located less than five times the depth of the beam from the face of bearing. • Shear reduction has been taken in accordance with NDS 3.4.3.3. • All values shown are for 51/4"widths. Multiply by 1.33 for 7"wide beams. • 91/4"and 11W TimberStrand'LSL are 1.3E grade, all other depths are 1.55E grade. Page 5 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com ..Weyerhaeuser.iLevel,M crollam.Parallam TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company All rights reserved ■ TECHNICAL BULLETIN eveApril2010 , Bulletin TB-300 by Weyerhaeuser Table 2B: Maximum Concentrated Load Applied to Beam -Wood Screw Connection (lbs)111 Connection Name Hanger Wood TrussLok Beam Configuration Screw Type Length #Screws 2 1 4 6 8 T FACE(3) 3%" 1,600 3,205 4,805 6,410 3-ply 1%" i. (51/4" Beam) ) TOP(2) 3%" 800 1,600 2.405 3,205 FACE 3%" --- -- -- -- 31/2"+13/4, (51/4' Beam) f TOP(4) 3'/B' 800 1,600 2,405 3,205 . ti i , 31/2"+15/4" FACE 1 (5'/4" Beam) TOP 131 3%" 1,600 3,205 4,805 6,410 FACE(2) 5",6'/ 1,160 2,320 3.480 4,640 4-ply 13/4" 7" Beam)) / ( TOP(2) 5",63A4" 775 1,545 2,320 3,095 3%" 2,135 4,270 6,410 8,545 - * FACE(31 ! l 2-ply 13/4"+3'/s" q ' j ` 5",63/4' 2,320 4,640 6,960 9,280 (7" Beam) ,, TOP(2) 3%" 710 1,425 2,135 2,850 5",63/;' 775 1,545 2,320 3,095 2-ply 31/2" FACE (7" Beam) J TOP(2) 5",63/4" 1,160 2.320 3,480 4.640 It FACE 2-ply 13/4"+31/2" TOP t31) 5",63A" 1,160 2,320 3,480 4,640 ;i (7" Beam) j i1 FACE(4) 5",6%" 1,160 2,320 3,480 4,640 2-ply 13/4"+31/2" j 7" Beam) ) / 1 1 TOP(4) 5",63A" 1,160 2,320 3.480 4,640 51/4"+ 13/4" I FACE/ (7" Beam) TOP 131 5",63/4" 2,320 4,640 6.960 9.280 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. Page 3 of 8 w CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AWeyerhaeuser.'Level Microllam.Parallam.TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR CO 2010 Weyerhaeuser NR Company All rights reserved I . TECHNICAL BULLETIN eve April2010 ' ., by Weyerhaeuser Bulletin TB-300 Multiple-Member Connections for Side-Loaded Beams with Concentrated Loads Table 1: Maximum Concentrated Load Applied to Beam - Bolt or Nail Connection (Ibs)(1) Hanger '/z"o or 3/4"0 BoItsl3N4) 16d (0.148"x 31/4") Nails Beam Configuration Bolt # Bolts #Nails Type Diameter(2) 2 4 6 8 6 12 18 24 0.5 2,100 4,200 6,300 8.400 s' s� s' s' 3-ply 13/4" FACE 2,125 4,250 6,370 8,495 (51/4" Beam) 0.75 3,060 6,120 9,180 12,240 0.5 760 1,525 2,285 3.050 e' cs> e> e' TOP 1,060 2,125 3,185 4,250 0.75 930 1.860 2,790 3,720 ii --- --- --- --- -- FACE --- --- --- --- 31/"+13/4" --- --- --- --- --- (5'/4" Beam) 0.5 1,050 2,100 3,150 4,200 TOP - 1,060 2,125 3,185 4,250 0.75 1,530 3,060 4,590 6,120 0.5 2,100 4.200 6,300 8.400 31/2"+11/4" FACE/ cs> s> s> s, (5'/4" Beam) Ill TOP 2,125 4,250 6,370 8,495 0.75 3,060 6,120 9,180 12,240 0.5 1,400 2,800 4,200 5.600 FACE - --- --- --- --- 4-ply 11/4" 0.75 2,040 4,080 6,120 8.160 (7" Beam) 0.5 675 1,355 2,030 2,710 TOP -- -- --- --- 0.75 825 1,655 2,480 3,305 0.5 2,800 5.600 8,400 11,2001111 5' (5, s7 5> FACE 2,830 5,665 8,495 11,330 2-ply 11/4"+31/2" 0.75 5,025 10,050 15.070 20,095 (7" Beam) 0.5 935 1.865 2,800 3,735 TOP 945(61 1,890(6) 2,830(6) 3,775(6' 0.75 1,360 2.720 4,080 5.440 iii 0.5 1,720 3.440 5,160 6,880 2-ply 3'/2" FACE/ (7" Beam) TOP 0.75 2,480 4.960 7,440 9,920 --- --- --- - 0.5 1,015 2.030 3,050 4,065 2-ply 13/4"+31/2" FACE/ --- --- --- --- (7" Beam) TOP 0.75 1,240 2.480 3,720 4,960 0.5 1,720 3.440 5,160 6,880 FACE --- --- --- --- 2-ply 13/4"+3'/2" 0.75 2,480 4,960 7,440 9,920 (7" Beam) 0.5 675 1,355 2,030 2,710 TOP -- --- --- --- 0.75 825 1,655 2.480 3,305 0.5 2,800 5,600 8.400 11.200 51/4"+13/4" FACE/ 2,830(5j 5,665(5' 8,495(5' 11,330(5' (7"Beam) TOP 0.75 5,025 10,050 15,070 20,095 1. See page 4 for table General Notes.connection details and beam depth limitations. 2. Washers required. Bolt holes to be 9/16"maximum for 1/2"bolts, 13/16"maximum for 3/."bolts. 3. Minimum end distance for bolts is 6". 4. Drilling bolt holes reduces the section of the beam and thus the load capacity of the supporting member.Shear and moment capacity of the beam must be checked at the location of each row of bolts. 5. Number of required nails shown must be installed from side opposite hanger. 6. Number of required nails shown must be installed from hanger side.Additionally,install half the number of required nails from side opposite hanger. Page 1 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com ,Weyerhaeuser.'level.Miaollam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.G 2013 Weye^ae.seNH Cor-Dant' A! n3Ms,eserved FEBRUARY 14, 2012 Standard Gable End Detail I ST-GE130-001 i MiTek USA,Inc. Page 1 of 2 II II= =01 Typical x4 L-Brace Nailed To 2x Verticals W/10d Nails,6"o.c. Vertical Stud 00 (4)-16d Common DIAGONAL lot= oU Vertical\X d Wire Nails ACE 16d Common MiTek USA, Inc. �, Wire Nails SECTION B-B �_',��' Spaced 6"o.c. DIAGONAL BRACE 4'-O.O.C.MAX 4 (2) 10d Common �� 2x6 Stud or Wire Nails into 2x6 •L4 2x4 No.2 of better TRUSS GEOMETRY AND CONDITIONSrAmi SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Nailed To 2x_Verticals SECTION A-A w/(4)-10d Common Nails 2x4 tud411111111hir ©� Varies to Common Truss 4%„0� �� %tss,„ at” ,„„� g SEE INDIVIDUAL MITEK ENGINEERING TWO RUSSES OS NO EDE TTOENAIL BLOCKING ""'`"""""”"�'`"""”'��"'""��•-��• DRAWINGS FOR DESIGN CRITERIA TO TRUSSES WITH(2)-10d NAILS AT EACH END. �L ATTACH DIAGONAL BRACE TO BLOCKING WITH ill IINI 3x4=milimimi (5)-10d COMMON W IRE NAILS. _ �� I� c (4)-8d NAILS MINIMUM,PLYWOOD N MAr. . . Alr////////// //. SHEATHING TO 2x4 STD SPF BLOCK * -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. :M1:I.. .P.: �V/1= 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1'-3" WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. (2) 10 NN3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max• // ;WA ' (2) 10d NAILS ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT / ,/'� .1 BRACING OF ROOF SYSTEM. / 4."L”BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB �1 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 ii:: /Trus -s @ 24" O.C. DIAPHRAM AT 4'-0"O.C. 11 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A ,� / 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL I'._ BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. i3 ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. /2x6 DIAGONAL BRACE SPACED 48"O.C. (REFER TO SECTION A-A) Diag. Brace /ATTACHED TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. at 1/3 point • COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. if needed 0--, TO BLOCKING WITH(5)-10d COMMONS. } 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. IS— End Wall rj 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. 4-0-7 4-3-2 6-0-4 8-0-15 12-1-6 2x4 SPF Std/Stud 16"O.C. 3-7-0 3-8-4 5-2-10 7-1-15 10-8-15 2x4 SPF Std/Stud 24"O.C. 2-11-1 3-0-2 4-3-2 5-10-3 8-9-4 j 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 7-05 130 MPH ASCE 7-10 160 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK • I II I ® MiTek USA,Inc. Page 1 of 1 =O 10� FRAMING SYSTEMS TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW , i /J Lj1 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET uv' ALONG A FLOOR TRUSS. MiTek USA,Inc. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH(3)-tOd NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH WEB WITH(3)-10d NAILS (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD (0.131"x 3") ATTACH TO VERTICAL WEB WITH(3)-10d NAILS (0.131"x 3") ww.N 7110.11\4:1): Lhoisos: A um ii / Y \�-ICY ..VI...... BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE ATTACH TO VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND TA TWO CHORD x 3" RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WOOD SCREWS(.216"DIAM.) NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD .47aN./01 ;'‘\_/v1 \. i /i USE METAL FRAMING ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH(3)-10d NAILS SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD (0.131"x 3") (0.131"x 3") STRONGBACK(DO NOT USE DRYWALL TYPE SCREWS) 4-0-0 WALL BLOCKING TRUSS 2x6 (BY OTHERS) (BY OTHERS) 1 / STRONGBACK (TYPICAL SPLICE) ` gg = S THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY,USE A 4'-0"LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)- 10d NAILS (0.131"x 3")EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH (12)- 10d NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 II I MiTek USA,Inc. Page 1 of 1 = GENERAL SPECIFICATIONS 1 00 Ioo 1.NAIL SIZE=3"X 0.131"=10d n 2.WOOD SCREW=3"WS3 USP OR EQUIVALENT u DO NOT USE DRYWALL OR DECKING TYPE SCREW MiTek USA,Inc. 3. INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE PER DETAIL A GABLE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS. 5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. I---II -- I---II II II II II 11 II II II II II II II II II I, II II II II II I II II II II II 1, II II ._�. II 'I 11— II II 11 11 II II II II II I1 II II I iI I II II II II I I 11 I II II I II II II II II 11 II II II II II 11 II fr I 1 11 II 1 I BASE TRUSSES VALLEY TRUSS TYPICAL III VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P 12 OR GIRDER TRUSS - 41111 -'91111 11 1SEE DETAIL A BELOW yp.11 .11111 SECURE VALLEY TRUSSW/ WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH NAILS 6"O.C.ONE ROW OF 10d WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 ATTACH 2x4 CONTINUOUS NO.2 SYP CATEGORY II BUILDING TO THE ROOF W/TWO USP WS3(1/4"X 3") EXPOSURE C WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES .1-,' DETAIL A (NO SHEATHING) N.T.S. Job Truss Truss Type Qty Ply T8329149 725584 TGO4 COMMON GIRDER 1 Z Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:56 2016 Page 1 - I D:zeN SFI UYRm W kl60TL0 HDS7zYICt-zaf r4IVg I rtiU Bzua W 5XbJ0WacX0(2d n4MnuGozV mq9 I 5-8-9 I 11-3-8 I 16-10-7 I 22-7-0 I 5-8-9 56.15 5-6-15 5-8-9 Scale=1:45.8 4x6 II 3 ia1 7.00 12 3x8 i 3x8 2 4 P. i ... , ■ 5 PI r„AA"' .6111111111111, ■i, r IIt7 Pr 8 15 7 6 ta".741 4x8= 4x12 II 8x10= 4x12 II 4x8 = I 5-8-9 I 11-3-8 I 16-10-7 I 22-7-0 I 5-8-9 5-6-15 5-6-15 5-8-9 Plate Offsets(X,V)— 11:0-4-0,0-1-111,15:0-4-0,0-1-111,[7:0-5-0.0-6-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdeft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.11 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.24 7-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.77 Horz(TL) 0.03 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.01 8 >999 240 Weight:291 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins. BOT CHORD 2x8 SP 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=3644/0-5-8,5=2416/0-5-8 Max Horz 1=164(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-6828/0,2-3=-3873/0,3-4=-3877/0,4-5=-4027/0 BOT CHORD 1-8=0/5785,8-15=0/5785,7-15=0/5785,6-7=0/3376,5-6=0/3376 WEBS 3-7=0/3222,4-7=-436/403,4-6=-383/0,2-7=3043/0,2-8=0/2553 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-2-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. • V ,%%1111111s/it 3)Unbalanced roof live loads have been considered for this design. •SIN i 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; •%,,OPaU• 4I•• MVVFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 •: , G E N S C� '. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •::' ... V, '•••, •• 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will No 6 81$2 fit between the bottom chord and any other members. 1.,' 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •• *: •.•* - 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3575 lb down at 7-5-0 on bottom - / ' chord. The design/selection of such connection device(s)is the responsibility of others. -13;i11/I, 13% r :()_ . • ,� • E OF . �. LOAD CASE(S) Standard • Q 44/: 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 .t'•• Q Q;.'��`• : 0R1•. ••� Uniform Loads(plf) � ` Vert:1-3=-100,3-5=-100,9 12=-10 '•' ��, /�N AL E `�� Concentrated Loads(Ib) ft. /I 11-; Vert:15=-3575(B) Joaquin Velez PE No.68182 MITek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 I I lir AWARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*11.7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is fa on individual building component,not a truss system.Before use.the building designer must verity the appicobility of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members ony.Additional temporary and permanent bracing M iTe k• is always requred for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regordng the fabrication.storage,deivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Sally Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T8329148 725584 TG03 FLAT GIRDER 1 2 Job Reference(optional) Builders FirstSource. Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:55 2015 Page 1 ID:zeNSFIUYRrn cI6OTLOHDS7zYICt-VN5TtPU2XXdrs2Pi1oa126UKJCH2ocPdrilKkLzVmgA 2-3-14 i 4-6-0 I 6-8-2 { 9-0-0 l 2-3-14 2-2-2 2-2-2 2-3-14 Scale"1:17.2 2x4 II 3x8= 2x4 I I 3x8= _ 3x8 2 3 4 5 r o ° _ e 1 J 9 8 7 11 12 6 8x10= 2x8 II 8x10 = 10 3x8 I I 3x6 II 23-144-6-06.8-2 I 9-0-0 I 2-3-14 I 2-2-2 I 2-2-2 2.3-14 Plate Offsets(X,Y)— [7:0-3-0.0-5-121.[9:0-3-8.0-5-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefi Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.03 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.28 Vert(TL) -0.06 7-8 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.70 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wtnd(LL) 0.02 8 >999 240 Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x8 SP 2400F 2.0E end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=940/0-5-8,6=3585/Mechanical Max Uplift10"-81(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=708/65,1-2=-1570/110,2-3=1570/110,3-4=3159/11,4-5=3159/11, 5-6=-1309/38 BOT CHORD 8-9=-165/3120,7-8=-165/3120,7-11=0/429,11-12=0/429,6-12=0/429 WEBS 1-9=-103/1535,3-9=-1673/60,3-8=-36/323,3-7=145/321,5-7=-45/2947 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. as front 2)All loads are connections have beendequally providedto distribute ributeto lonlysloadss noted aept if notedF)or(B)(unless otherwise indicated.dicatedin the OAD CASE(S)section.Ply to ply ,s•%%%aU)N riii v /Bill, 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18; `�•�0r•;C.N vi,,,, 3) MWFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 �• 4)Provide adequate drainage to prevent water ponding. •' Sk.••'• • i 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will . • No 68182 + fit between the bottom chord and any other members. Z *• .* 7)Refer to girder(s)for truss to truss connections. - 8)Provide metal plate or equivalent at bearing(s)6 to support reaction shown. -' • I 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 81 lb uplift at joint 10. i a E OF 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i '� 4./ 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)775 lb down and 645 lb upat • Cy 7-0-12,and 2792 lb down at 7-10-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of �,� 4r ; 0 {l ‘v.••r\`��' • ♦� others. ,,,/r/ON Ak- -,o`• LOAD CASE(S) Standard -11/1111111%‘" 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Joaquin Velez PE No.68182 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-5=-100,6-10=-10 6904 Parke East Blvd.Tampa R.33610 Date: March 30,2016 Continued on page 2 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1.1II-7473 rev.10/03/2015 BEFORE USE la Design valid for use only with tv4Tek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stabilty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the lubrication.storage.deivery.erection and bracing of trusses and truss systems.see ANSI/TPI1 Quality Criteria,055-89 and sCSI Building Component 6904 Parke East Blvd. Safety Information avaiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T8329146 725584 TG01 FLAT GIRDER 1 2 Job Reference(optional) • Builders FirstSource, Jacksonville,Ft 32244 7.640 s Sep 29 2015 MTek Industries,Inc. Wed Mar 30 11:29:54 20.16 Page 2 ID:zeNSFIUYRmWk16OTLOHDS7zYICt-1 BX5g3TOmEV_FugWf533Wvx5mon036ZUc2InCvzVmgB LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-8=-100,9-16=-10 Concentrated Loads(Ib) Vert:15=1163(F)14=-1163(F)17=1163(F)18=1163(F)19=-1163(F)20=1163(F)21=1163(F) 4 / A,WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component.not , • a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTe k• is always required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.deivery.erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,051-89 and BCSI BWdng Component 6904 Parke East Blvd. Sally Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T8329145 725584 T14 Common 4 1 Job Reference(optional) Builders FirstSource, Jacsonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Mar 30 11:29:53 2016 Page 1 ' I D:zeNSFI UY Rm Wk160TL0 HDS7zYICt-MSj So?wN7dkFJ vNYgzh06_Pe7 Ks6L00YEfTzVmgC . 4-0-48-0-8 I I 4-0-4 Scale=1:21.4 4x6= 2 7.00 12 ,�, lIlI 3 1 A Illl�e,`I Iti OM 4 2x4 II 3x4 i 3x4 I 4-0-4 I 4-04 i 4-0-4 Plate Offsets(X,V)- [1:0-1-0.0-1-81,13:0-1-0,0-1-81 • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 1 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 Muck recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left 2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=258/0-5-8,3=258/0-5-8 Max Horz 1=59(LC 9) Max Upliftl=-61(LC 12),3=-61(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-314/176,2-3=-314/176 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf,h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,�01111/./.// 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ``•% Qu N 1/&•,',/, fit between the bottom chord and any other members. � 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 1 and 61 lb uplift at joint s%%%,�•P•G E N s ��,4i0 3. ••` "••�\ F•"•• 0i 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �: ly 9 = :„ No 68182 _ ri-D8ff1 • :; 'l' ON :, • Joaquin Velez PE No.68182 MiTek USA.Inc.FL Gert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 l A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDE MITEREFERENCE PAGE ANI-7473 rev.IW03/2015 BEFORE USE mit Design valid for use only with I,NTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the appicabllity of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek* is always required for stabilty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.deivery.erection and bracing of trusses and truss systems,see ANSI/1111 Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaiable horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 36610 Job Truss Truss Type Qty Ply 78329143 725584 T12 Hip Girder 1 1 Job Reference(optional) Builders FirstSource, Jacksonville.Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:51 2016 Page 2 ID:zeN SFI UYRm Wk16OTLOHDS7zYICt-acry12RXTJ7POQ5xoz W MuGJe Wbmnsu12w437bazVmgE LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=-55(F)4=-55(F)8=134(F)7=-56(F)3=-97(F)6=134(F)19=-48(F)20=-48(F)21=-28(F)22=-28(F) • • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10'03/201S BEFORE USE. 11' Design valid for use only with Mr-Tea/connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the appicability of design parameters and properly incorporate this design into the overall �L r� building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k, is always required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,dekvery.erection and bracing of trusses and truss systems,see ANSI/11'I1 Qualify Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informaifon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 36610 Job Truss Truss Type Ob Ply 78329142" 725584 T11 Hip Girder 1 1 Job Reference(notional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Mar 30 11:29:50 2016 Page 1 ' I D:zeN SF IUYRm W k16OTLOHD S7zYICt-8Q I agi0vi??YmGWIEF_7 L3mYhBOF7 PmuhQ KZ38zVrngF - 7-8-14 1-10-8 5-10-6II 1-11-10-83.11.14 1-10-8 Scale=1:14.9 4x6= 4x8= 2 13 3 7.00 rli o • 4 r4 1 • • O o e e 14 5 3x10 II 6x8- 3 3x8= x8= 5-10.6 7.8.14 1-10.8-10-8 I 3-11-14 I 1-10-8 j Plate Offsets(X,Y)- 11:0-8-0,0-0-31,12:0-5-8,0-2-01.13:0-3-0,0-1-121,14:0-8-0,0-0-31.15:0-3-8.0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.05 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.09 5-6 >999 180 BCLL 0.0 ' Rep Stress Ina* NO WB 0.41 Horz(TL) 0.02 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-13 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1325/0-5-8,4=1337/0-5-8 Max Horz 1=28(LC 4) Max Uplift1=-413(LC 8),4=-16(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2331/733,2-13=-2091/660,3-13=2091/660,3-4=-2331/730 BOT CHORD 1-6=-634/1969,6-14=-663/2091,5-14=-663/2091,4-5=-626/1969 WEBS 2-6=-263/1068,3-5=-259/1070 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 3)4)This to s has ate beendrainage des designed forprevent a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦%•%••OU I N i‘IIIIIIIe Viz- l4 h. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `s nor-•GEN <<c�•,� fit between the bottom chord and any other members. �4' ••••\ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 413 lb uplift at joint 1 and 416 lb uplift at • V SF•••. � joint4. NO 68182 • 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ▪ *•• • F ••A 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)74 lb down and 111 lb up at 1-10-8, = . and 57 lb down and 47 lb up at 3-11-4,and 74 Ib down and 111 Ib up at 5-10-6 on top chord,and 12 lb down and 24 lb up at 1-10-8, / -. 713 lb down and 182 lb up at 1-11-12,8 lb down and 12 lb up at 3-11-4,713 lb down and 182 lb up at 3-11-12,and 12 lb down and 24 ;-0;00 1 :C): lb up at 5-9-10,and 713 lb down and 182 lb up at 5-11-12 on bottom chord. The design/selection of such connection device(s)is the , e • 1/. . • E OF ; LU; responsibility of others. -0••• / • �� 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i •�4� Q P•• �: ; OR � c.,\�s LOAD CASE(S) Standard ', ,ii N q�� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=54,3-4=54,7-10=-10 Joaquin Ve1e2 PE No.68182 Concentrated Loads(Ib) MiTek USA,InC.FL Cert 6634 Vert:6=-725(F=-12,B=-713)5=-725(F=-12,B=713)14=718(F=-5,B=-713) 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 Ai WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. NI Design valid tor use only with h4Tek49 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing M 1Te k' is aiwoys required for stabilty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSI/TPIl Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 78329140 725584 709 Common 3 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 5 Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:49 20'16 Page 1 ' I a zeNSFIUYRm W k160TLOHDS7zYICt-gDkCcM PHxh si87xYgYTuprENzn670zjITmaO WizVmgG 5.8.9 } 1138 I 16-10-7 l 22-7-0 I 5-8-9 5-6-15 5-6-15 5-8-9 Scale=1:45.8 4x6= 3 7.00 12 2x4 2x4 , 2 4 ilt .4 1 5 1leillt .- leil `. o 'n 6 5x6= 5x8= 5x6= 11-3-822-7-0 I II 11-3-8 11-3-8 Plate Offsets(X.V)— 16:0-40,0-3.01 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.23 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.41 6-9 >659 180 BCLL 0.0 * Rep Stress Ina YES WB 0.33 Horz(TL) 0.03 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:103 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=723/0-5-8,5=723/Mechanical Max Horz 1=-164(LC 8) Max Uplift1=-172(LC 12),5=-172(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=1095/573,2-3=-814/455,3-4=-814/455,4-5=1095/573 BOT CHORD 1-6=-408/914,5-6=-408/898 WEBS 3-6=247/528,4-6=392/300,2-6=392/300 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate `,II II t I t I Iii. , grip DOL=1.60 QUIN VE•S ii, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NN•�0"01,`. 4F ,, 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will •:' , •••c E N '- , . fit between the bottom chord and any other members. •:' •• �` S�••'• . 0 5)Refer to girder(s)for truss to truss connections. � •N O 6$1 82 0. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 lb uplift at joint 1 and 172 lb uplift at =*� • joint 5. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / :-�rf ' E OF ••�: O •(v P .., ., , ; OR `,•• Cj\.: . ,',,��O N Al ��`‘ Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 A WARNING-Verify design perimeters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 4111-7477 rev.10/03/2015 BEFORE USE rill 1 Design void for use only with Wek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the appicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* . is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.defvery.erection and bracing of trusses and truss systems.see ANSI/Tell Quality Criteria,DSB-8?and BCSI Building Component 6904 Parke East Blvd. Safety InformatIon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 36610 1 Job Truss Truss Type Qty Ply T832938\ 725584 T07 Roof Spada! 1 1 Job Reference(ooin I Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:47 2016 Page 1 ID:zeNSFIUYRmWk16OTLOHDS7zYICt-krcSCgO1 Q4c_vpnAZ7RQkQ9yk_Rgw?6S?T5vSpzVmgl I 2-5-8 I 6-10-8 I 11-3-8 I 15-8-8 I 20-1-8 I 22-7-0 I 2-5-8 4-5-0 4-5-0 4-5-0 4-5-0 2-5-8 Scale:1/4"=1' 4x6= 4 el 7.00 FIT 5x6 i 5x6 3 5 5x12= 5x12 = 2 A6 211; r.' 1 ��2 „ ,D sir;_7 ,t1- .11 3x8= y rail _� 3x6 __ 8 omi 13 3x4 =3x8 II 3x4 II 3x4 II 3x4 = 3x8 II 1 2-5-8 1 11-3-8 I 20-1-8 I 22.7-0 I 2-5-8 8-10-0 8-10-0 2-5-8 Plate Offsets(x,Y)— [1:0-2-9.Edoe1,11:0-0-0.0-0-131.12:0-3-12,0-2-81,[6:0-3-12.0-2-81.r:0-0-0,0-0-131.17:0-2-9,Ecloel LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/def\ Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.23 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.50 10-12 >546 180 BCLL 0.0 ' Rep Stress Ina' YES WB 0.59 Horz(TL) 0.26 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-13,6-8:2x8 SP 2400F 2.0E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation9tiide. Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=723/0-5-8,7=723/0-5-8 Max Horz 1=-164(LC 8) Max Uplift/=-172(LC 12),7=-172(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=1086/548,2-3=2783/1405,3-4=-923/504,4-5=-923/504,5-6=-2783/1405, 6-7=1086/548 BOT CHORD 1-13=-414/911,2-12=-651/362,11-12=-466/1119,10-11=-466/1119,9-10=466/1110, 6-9=-622/362,7-8=-414/871 WEBS 4-10=362/730,5-10=-520/355,5-9=774/1568,3-10=-520/355,3-12=-774/1667 NOTES- ,11111111//// 1)2)Wind:ASCE r7-11flive 0;Vu�l30mph(3-seconds have been lgust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; ��for this design. �`,Q.aUI N V ie `'��i� MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,.- ,�.•\c E N d*..'c ' gnp DOL=1.60 • •• fi ••• . 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No• 6 81$2 • 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will •.`' : fit between the bottom chord and any other members. *: ' •••* 7. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 lb uplift at joint 1 and 172 lb uplift at 1 joint 7. �-U r :CC:: 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. s E O F :�� .' O• Z• • f P • #,,;`ONA; 1�0 Joaquin Velez PE No.68182 MiTek US&Inc.Fl Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 A WARNING-Verify design parameter*and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 51I1-7473 rev.10/03/2015 BEFORE USE 11111. Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stabiity and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualty Cderia,055.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 36610 Job Truss Truss Type Qty Ply 78329136 725584 105 Hip 1 1 .Job ReferenceJpptional) Builders FirstSource, Jacksonville,FI 32244 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Mar 30 11:29:45 2016 Page 1 ID:zeNSFIUYRmWk16OTLOHDS7zYICt-nSUhn MmuTMGgVenRiPye?3edApTS6d9Y9coNwzVmgK I 2-5-8 1 5-8-12 I 9-0-0 I 13-7-0 I 16-10-4 1 20-1-8 I 22-7-0 I 2-5-8 3-3-4 3-3-4 4-7-0 3-3-4 3-3-4 2-5-8 4x8= Scale=1:42.3 4x6= 4 5 Mr 10 7.00 ' 4x8 i 4x6 3 8 o_ : 5x12=/ ` 5x12 = MO 2 7 ;' 1 14 8 10 ..."All _� 13 12 11 „ �_. r_ 3x4 3x6 = 3x8 = ly�OM t 464, ►2 15 9 �� 3x4 = 3x8 II 3x4 II 3x4 II 3x8 II 3x4 = I 258 I 9-0-0 I 13-7-0 I 20-1-8 1 22-7-0 1 2-5-8 6-6-8 4-7-0 6-6-8 2-5-8 Plate Offsets(X,Y)— 11:0-2-9.Edgel,11:0-0-0.0.0-131 r2:0-3-12.0-2-81.14:0-5-8.0-2-01,[5:0-3-0.0.1-121.17:0-3-12,0-2-81.18:0-0-0.0-0-13].[8:0-2-9,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.15 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.33 13-14 >827 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.53 Horz(TL) 0.22 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:127 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-15,7-9:2x8 SP 2400F 2.0E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 1=723/0-5-8,8=723/0-5-8 Max Horz 1=-131(LC 8) Max Uplift/=-161(LC 12),8=-161(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1086/562,2-3=-2726/1387,3-4=-1077/596,4-5=-889/551,5-6=1077/596, 6-7=-2726/1386,7-8=-1086/562 BOT CHORD 1-15=-425/870,2-14=-552/320,13-14=-555/1233,12-13=-309/888,11-12=309/888, 10-11=-555/1233,7-10=-549/320,8-9=-425/870 WEBS 3-14=-682/1390,3-13=-466/308,4-13=152/341,5-11=152/341,6-11=-466/308, 6-10=-682/1386 NOTES- ‘‘•%‘,,t 00 1)Unbalanced roof live loads have been considered for this design. %•�'or..c ENV�< •,,,i 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ♦♦ : \,' `SF•'. •• grip DOL=1.60 • • 3)Provide adequate drainage to prevent water ponding. N O 681 82 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : *' ' ; 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will - / fit between the bottom chord and any other members. '-0,00" t • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 161 lb uplift at joint 1 and 161 lb uplift at • y E OF 41/ joint 8. ..i.-. •* . ' A. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •C).� •4 / O -••\�♦♦� •i •• OR �• C? ♦♦ Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 A WARNING-Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*11.7473 rev.10/03/2015 BEFORE USE Ial• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the appicabiny of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication,storage,deivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Cttenla,D5B-89 and BCSI Building Component 6904 Parke East Blvd. Sagely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T8329135 725584 T04 HIP GIRDER 1 3 Job Reference(ootiOnal Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Mar 30 11:29:44 2016 Page 1 ID:zeNSFIUYRmWk160TLOHDS7zYICt-JGwJZeM879EP2L3bt uj6oXXnmR611o0JVsFrUzVmgl_ 1 1-3-92-5-81 I 7-0-0 I 11-3-8 I 15-7-0 I- 20-1-8 I 22-7-0 1 1-3-9 1-1-15 4-6-8 4-3-8 4-3-8 488 2-5-8 Scale=1:39.9 4x8= 2x4 II 4x8= 3 22 4. 23 5 lif 7.00W 4x12 4x12 o 2 _ 410N.`B 1� o ® _ q le 1 14 9 3x10 7 0 4 1 �id s^.� 3x10 = 13 24 12 11 25 10 ® lkb �4 �j 4x6 3x6= 3x8= 4x6= ...al d 15 8 ►� 3x4= 3x4 11 3x4 I I 3x4= 3x8 II 3x8 11 1 1-3-9 1 2-5-8 1 7-0-0 I 11-3-8 I 15-7-0 I 20-1-8 1 22-7-0 1 1-3-9 1-1-15 4-6-8 4-3-8 4-3-8 4-6-8 2-5-8 Plate Offsets(X,Y)— [1:0-2-9,Edae1,11:0-0-0.0-1-11.13:0-5-8.0-2-01.15:0-5-8.0-2-01.[7:0-0-0.0-1-11.17:0-2-9,Edaet.19:0-3-12.0-0-01.[14:0-3-12.0-0-01 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.15 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.20 11 >999 180 BCLL 0.0 • Rep Stress Inc: NO WB 0.18 Horz(TL) 0.18 7 n/a n/a BCDL 5.0 Code FBC2014ITPI2007 (Matrix-M) Weight:368 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-15,6-8:2x8 SP 2400F 2.0E 6-0-0 oc bracing:14-15,8-9. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1553/0-5-8,7=1553/0-5-8 Max Horz 1=102(LC 5) Max Uplift 1=-1039(LC 8),7=-1040(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2415/1656,2-3=-3303/2401,3-22=-3306/2469,4-22=-3306/2469,4-23=-3306/2469, 5-23=-3306/2469,5-6=-3303/2384,6-7=2415/1657 BOT CHORD 1-15=-1373/1956,13-14=-3867/5537,13-24=-2106/2869,12-24=2106/2869, 11-12=-2106/2869,11-25=2027/2869,10-25=2027/2869,9-10=3740/5537, 7-8=1323/1956 WEBS 2-13=-2717/1833,3-13=574/833,3-11=510/622,4-11=-477/437,5-11=-506/622, 5-10=566/833,6-10=-2717/1772 ,,%% t111111IIII` NOTES- �N• oP.. E N v�<�I, 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: • Top chords connected as follows:2x4-1 row at 0-9-0 oc. 4' .• V� S F • • Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. N O 68182 Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply _ * :* connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. • / 3)Unbalanced roof live loads have been considered for this design. '- • r :CC Z 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; i 1{ y' E O F : LU W MFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 4. 0• f Q(/` 5)Provide adequate drainage to prevent water ponding. r/ �';•• 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�e•-4! i;0 R 110.••`(9\,♦ 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 041,N AL�\,�,, fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1039 lb uplift at joint 1 and 1040 lb uplift at IIII111111111• joint 7. Joaquin Velez PE No.58182 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. MTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 Continued on page 2 r AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE*61.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the appicabiity of design parameters and property incorporate this design into the overall 1 falt building design. Bracing indicated is to prevent bucking of individual tens web and/or chord members only.Additional temporary and permanent bracing M[Tek is always required for stabilty and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and tens systems,see ANSI/7911 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informalion available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty PN T8329133 725584 102 HALF HIP 1 1 Job Reference(optional) ' Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:42 2016 Page 1 ID:zeNSFIUYRmWk160TLOHDS7zYICt-NtpZ8zKubY hp2vCmarF1NR4LzgkFn4IsBN8mbzVmgN 1 -2-0-0 1 2-5-8 1 3-5-8 1 7-0-0 I 12-5-4 1 16-7-0 117-7-0 1 19-4-12 2-0-0 2-5-8 1-0-0 3-6-8 5-5-4 4-1-12 1-0-0 1-9-12 Scale=1:37.2 4x6= 3x4= 2x4 II 3x4= 4 5 8 7 n LT a 7.00 12 ,; Aillhb VP o • 0 11 5x,2 �J 2 r ac4= 3x4 = 2x6 II 2.19'NEI 114. �} O 2.6 11 2x4= 1 12 8 3x8= 2x4 11 2x4 11 5x6= I 2-5-8 {3-5-8 1 7-0-0 1 16-7-0 117-7-0 1 19-4-12 1 2-5-8 1-0-0 3-6$ 9-7-0 1-0-0 1-9-12 Plate Offsets(X,Y)— [2:0-9-0.0-1-101.13:0-3-12,0-2-4 14:0-3-0,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.33 10-11 >702 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.61 10-11 >381 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.25 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except BOT CHORD 2x4 SP No.3'Except' end verticals. 2-12,3-10,8-9:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing:9-10 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=565/Mechanical,2=779/0-5-8 Max Horz 2=172(LC 12) Max Uplift8—170(LC 9),2=179(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-935/442,4-5=-788/448,5-6=-310/162,6-7=-285/155,7-8=-555/296 BOT CHORD 3-11=448/779,10-11=-512/820 WEBS 4-11=6/251,5-10=-586/401,7-10=340/624 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf,h=18ft;Cat.II;Exp C;End.,GCpi=0.18; 01111111/it (envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ` b. ,``N• QU 1 N �/c. , grip DOL=1.60 e, 3)Provide adequate drainage to prevent water ponding. ,� , .•.\G E N S' •• •"" 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Z., iN O 68182 fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 170 lb uplift at joint 8 and 179 lb uplift at r/ joint 2. ..-n• fa, CC Z 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i 1 • E O F i Z. I P 4,. .,',,,;O N A`��0%- Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cett 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 511-7473 rev.10/03/2015 BEFORE USE. wilt Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the appicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always requked for stabilty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,see ANSI/rP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 78329132 725584 701 HALF HIP GIRDER 1 1 Job Reference(optional) i. Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Mar 301129:41 20%Page 1 ID:zeNSFIUYRmW d60TLOHDS7zYlCt-vhFAxdJGgEsgBuKOCsKOU9vweZLlWFEZdXebE9zVmq0 ' I -2-0-0 I 2-5-8 1 3-5-8 1 5-0-0 I 11-5-4 I 16-7-0i 17-7-0 I 19-4-12 2-0-0 2-5-8 1-0-0 1-6-8 6-5-4 5-1-12 1-0-0 1-9-12 Scale=1:37.5 4x8= 2x4 II 3x6= 3x6= 4 23 24 25 5 26 27 28 6 ® 1 } rl • 7.00 12 401. _ fl e — 1 o q I 11�� 12 11 29 30 31 32 33 34 IK). 144 II 2 .Vil q = 2x4 II 4x8= 2x6 I l a O 2x6 II 244 = 9 1 13 5x8 = 8 3x8 2x4 II 2x4 I 6x8= I 2-5-8 1 3-5-8 i 5-0-0 I 11-5-4 I 16-7-0 117-7-0 I 19-4-12 1 2-5-8 1-0-0 1.6-8 6-5-4 5-1-12 1-0-0 1-9-12 Plate Offsets(X,V)— 12:0-2-3,0-1-81,13:04-0,0-2-8],14:0-5.8,0-2-01,110:0-6-4.0-3.01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.32 11-12 >713 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.44 11-12 >529 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.81 Horz(TL) 0.31 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31'Except' TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc purlins, except 4-7:2x4 SP No.2 end verticals. BOT CHORD 2x4 SP No.3*Except' BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing. Except: 2-13:2x4 SP M 31,3-10:2x4 SP No.1,8-9:2x4 SP No.2 10-0-0 oc bracing:9-10 WEBS 2x4 SP No.3 ( MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 8=934/Mechanical,2=1076/0-5-8 Max Horz 2=132(LC 8) Max Uplift8=-614(LC 5),2=-601(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-340/181,3-4=-1840/1253,4-23=2323/1549,23-24=2323/1549,24-25=-2323/1549, 5-25=2323/1549,5-26=-2323/1549,26-27=2323/1549,27-28=2323/1549, 6-28=2323/1549,6-7=-777/507,7-8=896/614 BOT CHORD 3-12=1143/1624,12-29=1160/1654,29-30=1160/1654,30-31=1160/1654, 11-31=-1160/1654,11-32=-582/889,32-33=-583/890,33-34=-584/891,10-34=-584/893, WEBS 4-12=166/285,4-11=-439/723,5-11=-420/312,6-11=-1006/1492,7-10=-755/1155 `s040.'IN i V&.II, NOTES- `♦♦ , .• %GENS c ii 1)Unbalanced roof live loads have been considered for this design. ♦ . V F••. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf,h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; • No 6$1$2 MWFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 .; : 3)Provide adequate drainage to prevent water ponding. *;• ' * . 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / I * • _ 5 )*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will E.-0, r 11 fit between the bottom chord and any other members. • •,. E O F 6)Refer to girder(s)for truss to truss connections. <(/ ♦ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 614 lb uplift at joint 8 and 601 lb uplift at i •O C.I. 1 1 Q' ♦♦♦ joint 2. ��' : 0 R ,V• c ' •• 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i,;11/0. • •• ` ��132 lb and 210 lb up at 5-0-0, 9)Hange82 lb dr(s)or other own ad 75 lb upatattt 7-0-1282 lb dowdevice(s)shalln ad 75 lb up at 9-0-12,82 b dowwn and 7bvided sufficient to support concentrated l p at)11-0-182 lb down and 75 b p att ,,'IiI t 1111 ,`` 13-0.12,82 lb down and 75 lb up at 15-0-12,and 82 lb down and 75 lb up at 17-0-12,and 85 lb down and 105 lb up at 19-3-0 on top Joaquin Velez PE No.68182 chord,and 110 lb down and 117 lb up at 5-0-0,53 lb down and 49 lb up at 7-0-12,53 lb down and 49 lb up at 9-0-12,53 lb down and MiTek USA,Inc.FL Cert 6634 49 lb up at 11-0-12,53 Ib down and 49 lb up at 13-0-12,53 lb down and 49 lb up at 15-0-12,and 53 lb down and 49 lb up at 17-0-12, 6904 Parke East Blvd.Tampa FL 33610 and 39 lb down at 19-3-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Date: 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). March 30,2016 Continued on pare 2 imi11 _ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with*Tek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properlyincorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stabiity and 10 prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems,see ANSI/TP11 Qualify Cdtoda,DSB-89 and BCSI Building Compona.M 6904 Parke East Blvd. Solely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T8329130 725584 JO8 Jack-Open 3 1 Job Reference(optional Builders FirstSource, Jacksonville.Fl 32244 7.640 5 Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:39 2016 Page 1 I D:zeN SFI UYRm Wk 160TLOH DS7zYICt-z17Q WxI01dc6yaAd 5RI YPkp18mt82X0 HAD9UAHzVmgQ I 1-10-8 I 1-10-8 Scale=1:11.3 2 ,7.00 12 i r-4 oi r: r; 1 N 71° pram 1111.1111111.1111111 . 3 3x4= I 1-10-8 I 1-10-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=61/0-5-8,2=44/Mechanical,3=15/Mechanical Max Horz 1=53(LC 12) Max Uplift(=-11(LC 12),2=-47(LC 12),3=-6(LC 12) Max Gray 1=61(LC 1),2=50(LC 19),3=26(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wtnd:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. `,%%I l�t 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 1,47 lb uplift at joint 2 `�‘0 PQU I N t/6.-.0•,, and 6 lb uplift at joint 3. ♦ Q 6 •• 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `mss' ,.•�,�G E N SF•? �• °� i No 68182 / * • .. • •• 11 • :; ' �. 'e 1,i;"ON Al.%- .0%- •Iimiso4- Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 A WARNING-Vtrify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MI-7473 rev.10/03/2016 BEFORE USE. ledi• , Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the oppicability of design parameters and property incorporate this design into the overall building design. Brocing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always reguied for stabiity and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage,deivery,erection and bracing of trusses and truss systems,see ANSI/TPll Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Sally Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 78329128.\ 725584 JOST Jack-Partial 6 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Mar 30 11:29:38 2016 Page 1 1 D:zeNSFIUYRmWkIr3OTLOHDS7zY1Ct-V6Z2J13HNXJUFKQbRXknJsXHUgMOGJ497x2PxdgzVmgR • I 2-5-8 I 3-5-8 I 7-0-0 I 2-5-8 1-0-0 3-6-8 Scale=1:30.2 4 7.00 17i 3x6* 0 el - 3 s4 2x4 II 2 ' s 1 011161 IME: q 14 MT2OHS= 4 �ra�rJI: 7 P ►- 9 3x4 = 2x4 II 2x4 11 3x4= 3x6 II I 2-5-8I 358 I 7-0-0 2-5-8 1-0-0 3-6-8 Plate Offsets(X,Y)— 11:0-0-0,0-1-11,11:0-1-1,0-4-21 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.16 5-6 >516 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.18 5-6 >456 180 MT2OHS 187/143 BC LL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-9,3-7:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide, REACTIONS. (lb/size) 4=136/Mechanical,5=86/Mechanical,1=222/0-5-8 Max Horz 1=197(LC 12) Max Uplift4=-131(LC 12),5=-52(LC 12),1=-55(LC 12) Max Grav4=155(LC 19),5=95(LC 19),1=222(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=295/79,2-3=-286/114 BOT CHORD 1-9=-229/306,7-8=-232/314 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,r,%W i 1 l i/lit. 2)All plates are MT20 plates unless otherwise indicated. ,��% (�V N t, • ,,, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��,OP` GEN •<��, 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6 0 tall by 2-0.0 wide will � '• fit between the bottom chord and any other members. • ••�\ S�•••• ��i 5)Refer to girder(s)for truss to truss connections. • • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 131 lb uplift at joint 4,52 lb uplift at joint 5 ., N O 681 82 and 55 lb uplift at joint 1. : *;• ' •• 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / i Itr' '•� ' ( ' E OF '•� ii,JON Ak-�%‘- Joaquin Velez PE No.68182 • MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 A WARMNG-V. design pane ters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*81.7473 rev.10'07/2015 BEFORE USE. 11111 Design void for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verity the appliicobiity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Wok' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,deivery.erection and bracing of trusses and truss systems.see ANSI/till Quality Criteria,058-89 and BCSI Building Component I 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa.FL 36610 Job Truss Truss Type Qty Ply 78329126 725584 J05 Jack-Open 4 1 Job Reference(optional) —Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industnes,Inc. Wed Mar 30 11:29:37 2016 Page 1 . I D:zeN SFIUYRm1Md6OTLOHDS7zYICt-Ow?g5FGlm?M PiHOFz0G4KJk0?yBjadv_ivg N5OzVmgS 3-0-0 { 3-0-0 Scale=1:14.7 2 IN 7.00 12 N O 1 , plpffalli ELEMil A 3 3x4= =' 3x8 II 0-6-0 3-0-0 I 0-6-0I 26-0 I Plate Offsets(X,Y)— 11:0-0-0,0-1-11,11:0.1-13,0-6-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Ude L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.01 3-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.01 3-8 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=54/Mechanical,3=21/Mechanical,1=113/0-3-8 Max Horz 1=83(LC 12) Max Uplift2=-62(LC 12),3=28(LC 9),1=-43(LC 9) Max Grav2=60(LC 19),3=33(LC 3),1=113(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 4)Refer to girdeeen er(ss))orRtrussrd and any o truss connections. s. ��%% QL1I N er members. t0111111/11 �/F�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 62 lb uplift at joint 2,28 lb uplift at joint 3 •%,OP`•GEN <�C�,1 and 43 Ib uplift at joint 1. �� •'•\ $•' 0j 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. V 6s.'• • • No 68182 - : , / * • .. • ••fp, . E OF :41: • O / P �47 : •i • OR1 'I� •� %% Joaquin Velez PE No.68182 MiTek USA,Int.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 AWARMNG-Verity design paramefas and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE*11.7473 rev.10/03/2015 BEFORE USE 1• Design valid for use only with*Take/connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verity the appicabitty of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always requred for stabilty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.deivery,erection and bracing of trusses and truss systems,see ANSI/rP11 rguaMy Crtieda,D56.89 and BCSI Building Component 6904 Parke East Blvd. Sally Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T8329124 725584 J03T Jack-Open 4 1 Job Reference(optional) , Builders FirsiSource, Jadcsonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:36 2016 Page 1 I D:zeN SFIUYRm W k160TL0 HDS7zYlCt-YjRHuvF7?i E Y57S 2 PJkm6SCLYpHrAfgTFwgZyz V mqT • I 2-5-8 I 3-5-8 I 5-0-0 I 2-5-8 1-0-0 1-6-8 Scale=1:20 8 ili 7.00 2x6 I I 3 ' o 2x4 II ' °T w . ,1 2 1 . ■ -: ' = I j■I� 4= 7 ►, 2x4 II klIMI 9 2x4 II 3x4= I 2-5-8 1 3-5-8 i 5-0-0 I 2-5-8 1-0-0 1-6-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.02 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.02 7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except• BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-9,3-7:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=161/0-5-8,4=84/Mechanical,5=72/Mechanical Max Horz 1=140(LC 12) Max Upliftl=-40(LC 12),4=-79(LC 12),5=-51(LC 12) Max Gray 1=161(LC 1),4=95(LC 19),5=81(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=lolmph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to truss to 5)Provide mechanicalr(s) rconnection u(by others)ss connections. truss to bearing plate capable of withstanding 40 lb uplift at joint 1,79 lb uplift at joint 4 `,%%� iiii PQUI N I V - 1,�i and 51 lb uplift at joint 5. N �o•• GEN �, 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,� .' S`•••, #ems ♦ • \• F • - • No 68182 -3 , I * •:c 7. • "t •• E OF '�• %• .• • . O R`p•• � ,�. .04 r`ONA`��`N- IIIIIIII11111% Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: • March 30,2016 AWARPING-Vertfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE jell • Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the appicabilty of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSIITPIl Quality Criteria,051.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T8329122 725584 J02T Jack-Open 4 1 Job Reference(optional Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries.Int. Wed Mar 30 11:29:35 20 6 Paye 1 ID:zeNSFIUYRmVVk16OTLOHDS7zYICt-4XuvgaFVEo6hTztsscDcEuf3D8VC6jPhFbBHI VzVmgU 1 2-5-8 I 3-0-0 I 2-5-8 0-6-8 Scale=1:14.7 2x4 II 3 I ,7.001�� 2 a, 1IIIIIMIA , o ■1 4 2x4= 62x4 II 3x4= I 2-5-8 1 3-0.0 I 2-5-8 0-6-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=95/0-5-8,3=33/Mechanical,4=61/Mechanical Max Horz 1=84(LC 12) Max Uplift1=21(LC 12),3=27(LC 12),4=-53(LC 12) Max Gray 1=95(LC 1),3=37(LC 19),4=69(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ,�„flint/psi. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 1,27 lb uplift at joint 3 `s%' QUI N t/ ..'/,/, and 53 lb uplift at joint 4. n� O ' '� Ij 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `4' , .•• (�,E N S`••• - '•. • No 68182 • - • / i * . _ ,••. j,� , ' E OF / I .�,.• • OR •Q• C• . 4 •11./0 N AL,-- 0% Iiii+ttttttt-- Joaquin Velez PE No,68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 • Date: March 30,2016 4alit 4 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 401-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verily the oppicobify of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stabifty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 fabrication,storage,defvery.erection and bracing of trusses and truss systems,see ANSIAPI1 Quality Criteria,DSB-89 and BCSI Building Component i 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tanga,FL 36610 Job Truss Truss Type Qty Ply 78329120 725584 J01 Jack-Open 14 1 Job Reference(optional) Builders FirstSource, Jacksonville,F132244 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Mar 30 11:29:34 2016 Page 1 I D:zeN SFIUYRm1M(160TLOHDS7zYICt-cLKXTEEtU4_q rplg I uiNih6usIAKNG9Y0xRjU3zVmgV I 1-0-0 I 1-0-0 Scale=1:8.7 7.00 12 2 1, 1 40110111 _ VA's.. 1 X"4- 3 3x4= I 1-0-0 I 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:3 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=32/0-5-8,2=23/Mechanical,3=9/Mechanical Max Horz 1=28(LC 12) Max Upliftl=-2(LC 12),2=-26(LC 12),3=6(LC 12) Max Gray 1=32(LC 1),2=27(LC 19),3=14(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer 5)Provide mechanicalrtruss to connectionuss(by others)connections. of truss to bearing plate capable of withstanding 2 lb uplift at joint 1,26 lb uplift at joint 2 and ,•%,c) *, PQU 1 N+VE•ii,,, 6 lb uplift at joint 3. , 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •�•.• ,O•'�C E N S•••.�• i No 68182 : / / * • — • / ' E OF :� :0,4., , OR \p•• c.. ��BONA` ��•�� Joaquln Velez PE No.68182 MTek USA Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 f AWARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE M1.7473 rev.10/03/2018 BEFORE USE WI Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not o truss system.Before use.the building designer must verity the appicabiity of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stabiity and to prevent collapse with possible personal injury and property domage. For general guidance regarding the fabrication,storage.delvery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Bolding Component 6904 Parke East Blvd. i Safety Informafon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 36610 Job Truss Truss Type OtY Ph T8329118 725584 14..104 Diagonal Hip Girder 2 1 Job Reference(optional - Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 3011:29:33 2046 Page 1 I D zeNSFIUYRm Wk16OTLO HDS7zYICt-88m9GuDFjn aDrjTkBB89T2i6LpDepvOn HiAydzVmq W I 2-7.1 2-7-1 Scale=1:11.1 4.9517-2- 2 li r. n n 1 o W , 3 3x4 = I 2-7-1 2-7-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=84/0-7-6,2=59/Mechanical,3=20/Mechanical Max Horz 1=51(LC 12) Max Upliift1=-30(LC 12),2=-53(LC 12),3=-4(LC 12) Max Gray 1=84(LC 1),2=59(LC 1),3=35(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide 4)Refer to mechanicalfor connection(by othersss )of truss to bearing plate capable of withstanding 30 lb uplift at joint 1,53 lb uplift at joint 2 ��.�ons. �PQ............. �•,, and 4 lb uplift at joint 3. • • 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • • ``` ��G E N F� �• �� No 68182 : : r / i * • _ —-tilt :CC Z ti • E OF lit/.:: I P •. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 • Al WARNING•Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 811-7473 rev.10/03/2015 BEFORE USE. pill Design valid for use only with M7eb&connectors.This design is based only upon parameters shown,and is for an individual building component,not 1 a truss system.Before use,the building designer must verify the appicabiity of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stablity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,deivery,erection and bracing of trusses and truss systems,see ANSt/TM7 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T8329116'I 725584 HJO2T Diagonal Hip Girder 2 1 Job Reference(optional) Builders FirstSouroe, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:32 2018 Page 2 ID:zeNSFIUYRmWkl6OTLOHDS7zYICt-gyCn2YCdyTj6cV8HATgvdG1 TixFZvD5FZdycOBzVmgX LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:16=-15(F=-8,B=-8)17=-7(F=-3,B=-3)18=93(F=-47,B=-47)19=-116(F=-58,B=-58) • t � A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE ABI-7473 rw.10/03/2016 BEFORE USE. Design void for use only with MTek.connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the apptcabiity of design parameters and property incorporate this design into the overat building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stabilty and to prevent cotapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,deivery,erection and bracing of trusses and truss systems.see ANSI/TPI1 Quality Criteria.DSB419 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandra.VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 78329115 725584 HJ02 Diagonal Hip Girder 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 a Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:32 2016 Page 1 ID:zeNSFIUYRmWk16OTLOHDS7zYICt-gyCn2YCdyTj6cV8HATgvdG1 RBxOgvHZFZdycQBzVmgX 4-10-1I 9-10-1I I 4-10-1 4-11-15 3 Scale=1:26.5 li 4.9512 72 3x4 2 ti11 �� . ter: Y N O 1D 1 ■ w 1 O w .;ISI �� 13 14 15 5 6 2x4 II 4 3x4= 3x4 I 4-10-1 I 9-10-1 I 4-10-1 4-11-15 Plate Offsets(X,V)— r1:0-0-0,0-0-15] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.06 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.09 5-6 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.33 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left 2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 1=367/0-7-6,3=134/Mechanical,4=285/Mechanical Max Horz 1=197(LC 8) Max Uplift1=218(LC 8),3=-136(LC 8),4=-226(LC 8) Max Gray 1=397(LC 31),3=134(LC 1),4=288(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-715/368,10-11=-609/379,2-11=-561/358 BOT CHORD 1-13=-489/543,13-14=-489/543,6-14=-489/543,6-15=-489/543,5-15=-489/543 WEBS 2-5=-601/542 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone;Lumber DOL=1.60 plate grip DOL=1.60 iiitt 11111111 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `.0 fJlj N v hll� 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `�� Op.0 E��.iii fit between the bottom chord and any other members. •� , • G E N 8•• c� " 4)Refer to girder(s)for truss to truss connections. . • \..• ‘.•• • • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 218 lb uplift at joint 1,136 lb uplift at joint 3 2 and 226 lb uplift at joint 4. , No 68182 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. *.• .• '�' 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)80 lb down and 14 lb up at 1-4-15, . / / 1k 80 Ib down and 14 Ib up at 1-4-15,106 Ib down and 65 lb up at 4-2-15,106 lb down and 65 Ib up at 4-2-15,and 138 Ib down and 116 =-10 r +T Ib up at 7-0-14,and 138 Ib down and 116 lb up at 7-0-14 on top chord,and 4 lb down and 9 lb up at 1-4-15,4 lb down and 9 lb up at :. 4 , E O F t(J + 1-4-15,12 lb down and 16 lb up at 4-2-15,12 lb down and 16 lb up at 4-2-15,and 32 lb down and 30 lb up at 7-0-14,and 32 lb down i Q• �• 4/ and 30 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. .., • if' ,Q� \e 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •• ; Job Truss Truss Type Qty Ply T8329113. 725584 F116 Floor 9 1 JobReference(op nal " Builders FirstSource, Jacksonville,F132244 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Mar 30 11:29:30 201!4 Page 1 I D:zeNSFI UYRmWk16OTLOH DS7zYlCt-ka4Od sBM Q sTOM C_v32eRXru6E7d7RMhy5JT W LlzVmgZ 0-1-8 H I 1.3-0 I I 16-10 Scale=1:18.9 1.5x3 = 3x4= 1.5x3 II 3x3= 3x4= 1 3x4= 2 3 4 3x3= 5 6 0 4 • _ 111111141111%% ee e O e e e (u� 12 11 — 1. 9 — 8 7 4x4= 3x4— 1.5x3 H 3x3 4x4= LLL111 3x3= 1.54 II I 1-6-0 1 7-0-10 1 9-6-10 I 10.11-2 I 1-6-0 5-6-10 2-6-0 1-4-8 Plate Offsets(X,Y)— 16:0-1-8,Edgel.II 1:0-1-8,Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.09 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.14 9-10 >906 240 BCLL 0.0 Rep Stress Ina YES WB 0.42 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:53 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=584/0-5-0,7=591/0-1-10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-14=-573/0,1-14=-571/0,6-7=-583/0,1-2=-734/0,2-3=-1762/0,3-4=-1762/0,4-5=-1619/0,5-6=-725/0 BOT CHORD 11-12=0/1397,10-11=0/1762,9-10=0/1762,8-9=0/1396 WEBS 6-8=0/872,1-12=0/833,5-8=-818/0,2-12=-809/0,5-9=0/316,2-11=0/578,4-9=312/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. ``tttillllf ,, ``��`PQVIN VFX iii • • No 68182 i�, • E OF .'�• , , � • 0Akv.• r.,\ e.1e, •. N N A,�,,0 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 1 Nil. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 4111-7473 rev.10/03/2015 BEFORE USE Design said for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not i a truss system.Before use,the building designer must verity the appicabiity of design parameters and properly incorporate this design into the overall building design. Bracing indicated k to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.tleivery,erection and bracing of trusses and buss systems,see ANSI/TPll Qualty Criteria,DSB-09 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 36610 Job Truss Truss Type Qty Ply 78329111 725584 F114 Floor 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:29 20{6 Page 1 - I D:zeNSFI UY Rm Wk160TLOH DS7zY1Ct-F N We0 WAkfYLX12PiV L6C?dPw3kNgiyHosfkypszVmga 01-8 H I 1-3-0 1 1 1-7-12 1 Scale=1:13.8 3x3= 3x3= 1 31Gd= 2 3 3x3= 4 • 11 • 1.5x3— • o • • 1 9 3x3— 8 3x3 5 7 6 1.5x3 II 1.5x3 II 34= 1.54 II I 1-6-0 I 5-10-12 i 7-3-4 1 1-6-0 4-4-12 1-4-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.03 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(TL) -0.04 8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:35 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=383/0-5-0,5=390/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-11=-378/0,1-11=-377/0,4-5=-383/0,1-2=-425/0,2-3=-797/0,3-4=-408/0 BOT CHORD 8-9=0/797,7-8=0/797,6-7=0/797 WEBS 4-6=0/490,1-9=0/479,3-6=-468/0,2-9=447/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. ,,j11111111,,,,, .``s QU I N VFX "i,, *.. ,� '•GENS' .c' ,� :: • �,- F••'. •�i No 68182 r. /• 31 c. E OF ' �� P .�, • OR1• O• ( 0011/O N A�E1,,s• Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Bivd.Tampa FL 33610 Date: March 30,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1101•783 rev.10/03/2018 BEFORE USE Mil Design void for vse only with Mfrek®connectors.This design is based only upon parameters shown.and is for an individual building component.not a truss system.Before use.the buildng designer must verity the appicabiity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chart members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage.delvery,erection and bracing of trusses and truss systems.see ANSI/TPIl Dually Criteria.DSB-89 and SCSI Bulling Component 6904 Parke East Blvd. Solely IntormatIon available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 36610 Job Truss Truss Type Oty PN 78329109 725584 F112 Floor 4 1 Job Reference(optional) Builders FirsiSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 Muck Industnes,Inc. Wed Mar 30 11:29:28 2016 Page 1 . I D:zeN SFI UYRmVuld6OTLOHDS7zYlCt-n ByGCA96u E Dg7ugVNcdbz SOsj4KyezREfe?_P HPzVmgb 0-1-8 H I 1.8-8 11 1-3-0 1 1 2-1-2 Scale=1:23.5 3x4=- 1.5x3 1 5x3 = 34= 3x6= 34 II 34= 354 = 1 24x4 = 3 4 5 6 7 ie :$....i.. .... ...... 4. 9 0 "--;* 11• —411111#1111.1111111.1—111111N11-111101.1111.11.fr — — -40/- e e e e 15 1*.M 13 12 11 10 9 81 34= 3x4= 34= 34= 3x3 II 3x6= 4x4= 1.54 II 1-11.8241t4 1 I 11-6-6-11-8 2 Plate Offsets(X,Y)- 12:0-1-8,Edpe1,17:0-1-8.Edoel.114:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.14 11-12 >997 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.13 9-10 >999 240 BCLL 0.0 Rep Stress!nor NO WB 0.48 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:67 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 8=561/0-1-10,14=1237/0-5-8 Max Gray 8=573(LC 4),14=1237(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 7-8=-564/0,1-2=0/862,2-3=-129/572,3-4=-1291/109,4-5=-1655/0,5-6=-1655/0, 6-7=683/0 BOT CHORD 13-14=-862/0,12-13=-323/907,11-12=0/1655,10-11=0/1655,9-10=0/1318 WEBS 2-14=-806/0,1-14=-955/0,2-13=0/1001,3-13=-954/0,3-12=0/533,4-12=-636/0, 7-9=0/821,6-9=-774/0,6-10=61/547 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ,,,,111111 ilgi be attached to walls at their outer ends or restrained by other means. ``•S QU`j N `/&- IIII 5)CAUTION,Do not erect truss backwards. `�•• ,OP` ......S•< �,'.i LOAD CASE(S) Standard . r••••. e 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 s No 681 82 Uniform Loads(plf) * £ : Vert:8-15=-10,1-7=-100 Concentrated Loads(lb) / * Vert:1=-334 „ •-�• : -Z. 11:1 , E OF :4/' O e - •rf 1Ps tee, : ORI u#,/ONA'E``% Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 6111-7473 rev.1043/2015 BEFORE USE. M Design valid for use only with M'Tek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.see ANSI/TP11 Quality Cdt.ria,DSII-89 and ICS!Building Compon.nt 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 36610 '1 Job Truss Truss Type Qty Ply 18329107I 725584 F110 Floor 1 1 J . Job Reference(Donors/) Builders FrstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Mar 30 11:29:27 2416 Page 1 I D:zeNSFI UYRm Wk 160TLOHDS7zYl Ct-J?Pu?g8U7x5pVkGKOw4kwCKYMwYfE?ZW PLFrkzzVmgc 0-143 H I 1-3-01-11-2 I I I Scale=1:20.0 1.5x3 = 3x3= 3x6= 3x3 II 3x4= 3x4 = 1 3x4= 2 3 4 5 6 0 P e •e e — pp e Y 4 m e e e . .e e 13 12 11 10 93x8 8 7 3x6 = 34= 34 II 4x4= 3x6= 1.5x3 II 0.2-4 0-11-81 114-10 I 0-1-c 11-44 0-0-12 Plate Offsets(X,Y)— f6:0-1-8,Edpe] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.14 10-11 >976 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.21 10-11 >659 240 BCLL 0.0 Rep Stress Ina YES WB 0.44 Horz(TL) 0.03 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:57 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 13=619/0-3-8,7=625/0-1-10 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-7=-609/0,1-2=-811/0,2-3=1782/0,3-4=1957/0,4-5=1957/0,5-6=-747/0 BOT CHORD 11-12=0/1523,10-11=0/1957,9-10=0/1957,8-9=0/1474 WEBS 13-14=612/0,1-14=-610/0,1-12=0/923,2-12=869/0,2-11=0/360,3-11=373/0,6-8=0/898,5.8=-887/0,5-9=0/715, 4-9=-254/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. ,fit t t I I I f ig1�, `�NO`PQUIN ti lis. e •, • \` • - No 68182 :1 *it. •� ': : / i * -3 f * �: I. • !:+ • E OF • 141. P• • •'11i/ONA - `%. Joaquin Velez PE No.68182 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 I me A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IIIc-7473 rev,10/03/2015 BEFORE USE lilt Design void for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use.the building designer must verify the appkcobiity of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stabiity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication.storage,deivery,erection and bracing of trusses and truss systems,see ANSI/YPlll Qualty Wenn,DSB-89 and SCSI Bolding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610 1 Job Truss Truss Type Qty Ply T8329105 725584 F104 Floor 7 1 Job Reference(optional) Builders FirstSource, Jacksonville,F132244 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Mar 30 11:29:26 2016 Page 1 . I D:zeN SFIU YRmWNd6OTLOHDS7zYICt-rorVoVBsMdzyuah7gDZV N?nM F W EMcMAhVI CXzVmgd 0-1-8 HI 134 i I 1-8-7 I Scale=1:36.8 4x6= 3x3= 1.5x3 I I 1.5x3 = 4x8 = 3x4= 1.5114 3x4= 1.5x3 I I 3x3= 3x6 FP= 3x4= 4x6= 4x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 0 e e 10.•16kqq !26 ''''N / X / N. / N \ / /N / \ /L e •' ,m e - 25 24 23 22 21 20 19 18 17 16 15 14 4x4= 5x6= 4x8= 3x12 MT2OHS FP= 3x4 = 1.54 I I 3x3 = 3x6 = 4x6= 54= 2x4 II 1.54 SP= 3x6= 1 1.6-0 1 4-0-0 I 12-3-15 I 17-5-7 I 19-11-7 1 21-3-15 1 1-6-0 2-6-0 8-3-15 5-1-8 2-6-0 1-4-8 Plate Offsets(X,Y)— 111:Edge,0-1-81,113:0-1-8,Ednel,1114:0-1-8,Edge1,1120:0-1-8,Edae1,(25:Edoe.0-1-81 LOADING(pst) SPACING-• 2-0-0 CSI. DEFL, in (lac) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.43 19 >585 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.68 18-19 >375 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.10 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:111 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)'Except* TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except 9-13:2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP No.1(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 14-21:2x4 SPM 31(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 25=1156/0-5-0,14=1163/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 25-26=-1151/0,1-26=-1149/0,13-14=-1155/0,1-2=-1197/0,2-3=-3019/0,3-4=-4299/0, 4-5=-4299/0,5-6=-5040/0,6-7=-5040/0,7-8=-4919/0,8-9=-4268/0,9-10=-4268/0, 10-11=-4268/0,11-12=2980/0,12-13=-1143/0 BOT CHORD 23-244/2260,22-23=0/3745,21-22=0/4720,20-21=0/4720,19-20=0/5040,18-19=0/5040, 17-18=0/4736,16-174/3718,15-16=0/2214 WEBS 13-15=0/1554,1-24=0/1546,12-15=-1489/0,2-24=-1480/0,12-16=0/1066,2-23=0/1055, 11-16=1026/0,3-23=-1010/0,11-17=0/748,3-22=0/752,8-17=-635/0,5.22=-580/0, 8-18=1/446,5-20=-561751,7-18=-535/222,6-20=310/0 1)NOTES-lanced floor live loads have been considered for this design. `OS�,QUI N'�i �',j, 2)All plates are MT20 plates unless otherwise indicated. �� OP` �� 3)Refer to girder(s)for truss to truss connections. ,�� , .•• c E N S•• •1,�0 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. . : •. F••• • 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to . • N O 681 82 ' be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. „ * r •• -off / * �a: • E OF '� � I �..,,,,f''ONIRIA.1.1‘"..:.vtr;::. ``‘% Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa Fl.33610 Date: March 30,2016 4 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE leill• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the appicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' is atways required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,deivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 78329103 725584 F102 Floor 4 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MTek Industries,Inc.Wed Mar 30 112925 2016 Page 1 , ID:zeNSFIUYRmV4cl6OTLOHDS7zYICt-NcH7a97EbJr5GQ6xGV2GgnEAA6uim0MDy1 mlgszVmge 0-1-8 H I 1.3-0 I I 1-9-8 I 0-{1(� ScAle=1:37.4 4x6= 34= 1.5x3 I I 4x6= 1.5x3 = 4x6 = 4x4 = 1.5x3 II 4x4= 1.5x3 II 3x3 = 3x6 FP= 3x4 = 4x6= 1.5x3 =- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 , X 27 lq . 26 7X \.r/ N / \, / \, \ / N /N- / .\ 7 25 24 23 22 21 20 19 18 17 18 15 14' 4x4= 5x6= 4x6= 3x12 MT2OHS FP= 1.54 II 34= 3x6= 44= 5x8•= 4x4= 1.5x3 SP= 3x4= 3x6= I 1.8.0 I 4-0-0 I 12-5-0 I 17-6-8 I 20-0-8 I 21-6x8 I 1-6-0 2-6-0 8-5-0 5-1-8 2-6-0 1-6-0 Plate Offsets(X,Y)- 11:Edae,0-1-81.113:0-1-8,Edpe1,I14:Edae,0-1-81,120:0-1-8,Edae1,I25:Edge,0-1-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.45 19 >570 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.70 18-19 >366 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.74 Horz(TL) 0.10 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 I (Matrix) Weight:113 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except 9-13:2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP No.1(flat)"Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 14-21:2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 25=1165/0-5-0.14=1165/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 25-26=-1159/0,1-26=-1157/0,14-27=-1159/0,13-27=-1157/0,1-2=1206/0, 2-3=-3046/0,3-4=-4342/0,4-5=-4342/0,5-6=-5109/0,6-7=-5109/0,7-8=-4989/0, 8-9=-4336/0,9-10=-4336/0,10-11=-4336/0,11-12=-3045/0,12-13=-1206/0 BOT CHORD 23-24=0/2278,22-23=0/3780,21-22=0/4773,20-21=0/4773,19-20=0/5109,18-19=0/5109, 17-18=0/4805,16-17=0/3784,15-16=0/2277 WEBS 13-15=0/1558,1-24=0/1558,12-15=-1490/0,2-24=-1492/0,12-16=0/1068,2-23=0/1067, 11-16=-1028/0,3-23=-1021/0,11-17=0/750,3-22=0/765,8-17=-638/0,5-22=591/0, 8-18=0/452,5-20=-46/777,7-18=544/230,6-20=-324/0 NOTES- ,,1111111117/ll, 1)Unbalanced floor live loads have been considered for this design. ``•% auI N t 1ie, 2)All plates are MT20 plates unless otherwise indicated. �� . Z� ,. • 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .; , \c E N S•. c •moi 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to .. .• •,, F.•. i� be attached to walls at their outer ends or restrained by other means. No 68182 • • :+(1 r. � E OF . 0Mo ' P..'• 04r ; OR1v. .% .• E� ,,,JON Al %% Joaquin Velez PE No.68182 MTek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 6111.7473 rev.10/03/2015 BEFORE USE. Design void tar use only with MTTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not 11111 • a truss system.Before use,the building designer must verify the appicabiity of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing 1 M'Te k' is always required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.deivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Qualty Criteria,0511-89 and BCSI Building Component 6904 Parke Fist Blvd. Safety Information avaiade from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T8329101. 725584 EJ01T JACK-OPEN 7 1 Job Reference(optional) �.. Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industnes,Inc. Wed Mar 30 11:29:23 2076 Page 1 I D:zeNSFIUY Rm Wk160TLOH DS7zYICt-RD9N9T5z3ibO17yY94?ol M9xWJ NHI I RW UkHebCzVmgg -2-0.01 25.8 i 3-5-8 1 5-0-0 i 2.0.0 2-5-8 1-0-0 1-6-8 Scale=1:22.8 5 I, 2x6 11 a v' 7.00 12 2x4 II ' N 40.13 2 4= 8 , 31• _' I 2X4 II CCCtl��rr EL ;. 10 2x4 II 1 2x6= I 2-5-8 1 3-5-8 I 5-0-0 I 2-5-8 1-0-0 1-6-8 Plate Offsets(X,Y)- [2:0.6-0.0-1-21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.02 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.02 8 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2'Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 3-10.4-8:2x4 SP No.3 6-0-0 oc bracing:9-10. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=73/Mechanical,2=296/0-5-8,6=59/Mechanical Max Horz 2=191(LC 12) Max Uplift5=-68(LC 12),2=-131(LC 12),6=-39(LC 12) Max Grav 5=84(LC 19),2=296(LC 1),6=66(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `,�ttit 1 I I I I1/i fit between the bottom chord and any other members. %NS QU l N 1/ .',/,,e, 4)Refer to girder(s)for truss to truss connections. ,.• QP <cj 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 68 lb uplift at joint 5,131 lb uplift at joint 2 ``I: ,•. ••\G E N S •• [} .�� and 39 lb uplift at joint 6. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 68182 * • 1* = i SP/ i * . _ • fl.,1 , E OF 'lli• .• el . ! .••4/: • • .• --,,,ONA, ��`' Joaquin Velez PE No.68182 I MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE*11.7473 rev.1W03 2015 BEFORE USE rill Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milt** is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Qualify CrBeda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 36610 Job Truss Truss Type Qty Pb 78329099 725584 CJ02T Jack-Open 2 1 1 Job Reference(oDtlonal) Builders FirstSource, Jacksonville,Fl 32244 7.640 a Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:22 2016 Page 1 .• ID:zeNSFIUYRmW4160TLOHDS7zYICt-z1 b7y74LIOTXPzNMbNUZD9cmmv31ZrBmF4X53m2Vmgh 1 -2-0-0 1 2-5-8 1 3-0-0 2-0-0 2-5-8 0.6.8 Scaler 1:17.0 4 2x4 II r,;f�� 3 ;f �?} 7.00 FT 9 2 ■ 5 EIMIIIMIN. d _ 7 111114 2x4 II 1 3x4= i 2-5-8 1 3-0-0 1 2-5-8 0-6-8 Plate Offsets(X,Y)- f2:0.45.0.0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.00 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Inc: YES WB 0.00 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-7:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=30/Mechanical,2=235/0-5-8,5=35/Mechanical Max Horz 2=134(LC 12) Max Uplift4=-26(LC 12),2=-116(LC 12),5=-28(LC 12) Max Gray 4=34(LC 19),2=235(LC 1),5=42(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ��%111111111,,I,, 4)Refer to girder(s)for truss to truss connections. `�� Qv N V - ', 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 4,116 lb uplift at joint 2 .�,OP•GEN 4 - , and 28 lb uplift at joint 5. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ft. .'•V• S .... :. No 68182 :-.13;11 / f * :cc; 7. • • E OF .L/ ' O • N iIBr111111111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 A WARNING•Verify design panmaters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 801.7473 rev.10/03/2015 BEFORE USE 1' Design valid for use only with Mirek8 connectors.This design is based only upon parameters shown,and is for an individual building component,not o truss system.Before use.the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,deivery.erection and bracing of trusses and truss systems,see ANSI/TPI1 Ovally Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610 d RE: 725584 - Site Information: Customer Info: Young American Homes Project Name: 725584 Model: Custom Lot/Block: NA Subdivision: NA Address: 66 Dewees Ave. City: Duval State: Florida No. Seal# Truss Name 1 Date 35 T8329132 T01 3/30/016 36 T8329133 71-02 3/30/016 37 T8329134 T03 3/30/0161 38 T8329135 T04 13/30/016 39 'T8329136 T05 13/30/016 40 T8329137 11-06 3/30/016 41 T8329138 1107 13/30/016 42 T8329139 1T08 _. 13/30/016 43 T8329140 1-109 3/30/016 44 T8329141 1T10 3/30/016 45 T8329142 1T11 46 T8329143 1 T 12 _ 3/30/016 147 T8329144 1T13_ __.._..,_�3/30/016_� 148 i 18329145 1T14 13/30/016 I '49 'T8329146 .1TG01 13/30/016 1 50 T8329147 TG02 13/30/016 51 T8329148 TGO3 '3/30/016 52 T8329149 TGO4 i 3/30/016 2 of 2 1/1- • tuvr-?ra 41N "i 44.0**i 4;4. Not a. s