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2434 SEMINOLE RD - TRUSS Builder: I Job Information Frank Gamel Job#: J180098-1 1223 Trailwood Dr Jacksonville, FL 32266ifiFile#: (904)241-7009 rligi Salesman:David Price Designer: Ashley Casey Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Boehme Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 06/05/18 Seminole Rd. Del. Date: / / Atlantic Beach, FLL Cover Sheet Truss Level: k PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT 1 RIGHT LEFT RIGHT 1 4.00 0.00 A01 24-00-00 24-00-00 2 X 4 2 X 6 02-00-00 02-00-00 03-03-11 1 4.00 0.00 A02 24-00-00 24-00-00 2 X 4 2 X 4 02-00-00 02-00-00 03-11-11 1 4.00 0.00 A03 24-00-00 24-00-00 2 X 4 2 X 4 02-00-00 02-00-00 04-07-11 '- 14:11 -- 9 4.00 0.00 A04 24-00-00 24-00-00 2 X 4 2 X 6 02-00-00 02-00-00 04-11-11 1 ��- 2 Ply 4.00 0.00 A05 24-00-00 24-00-00 2 X 4 2 X 8 02-00-00 02-00-00 04-11-11 6 4.00 0.00 A06 12-00-00 12-00-00 2 X 4 2 X 4 02-00-00 04-11-11 1 4.00 0.00 B01 19-07-06 19-07-06 2 X 4 2 X 8 02-00-00 03-03-11 ® 1 4.00 0.00 B02 19-07-06 19-07-06 2 X 4 2 X 4 02-00-00 03-11-11 1--' 15:12.-SJI 1 4.00 0.00 B03 19-07-06 19-07-08 2 X 4 2 X 4 02-00-00 04-07-03 1 4.00 0.00 B04 19-07-06 19-07-06 2 X 4 2 X 4 02-00-00 05-03-03 1 4.00 0.00 B05 19-07-06 19-07-06 2 X 4 2 X 4 02-00-00 05-11-03 1 4.00 0.00 806 19-07-06 19-07-06 2 X 4 2 X 4 02-00-00 06-04-14 1 4.00 0.00 807 19-07-06 19-07-06 2 X 4 2 X 4 02-00-00 07-00-14 _® 20 4.00 0.00 B08 19-07-06 19-07-06 2 X 4 2 X 4 02-00-00 07-06-02 6 4.00 0.00 B09 17-07-06 17-07-06 2 X 4 2 X 4 02-00-00 06-10-02 1 4.00 2.00 CO1 29-01-12 29-01-12 2 X 4 2 X 4 02-00-00 03-05-00 00-04-04 07-09-05 6 4.00 2.00 CO2 29-01-12 29-01-12 2 X 4 2 X 4 02-00-00 03-05-00 00-04-04 08-01-00 29 4.00 2.00 CO3 29-03-10 29-03-10 2 X 4 2 X 4 02-00-00 00-04-04 08-01-00 8 4.00 2.00 C04 31-03-10 31-03-10 2 X 4 2 X 4 02-00-00 00-04-04 08-01-00 1 4.00 0.00 DO1 19-04-10 19-04-10 2 X 4 2 X 6 02-07-15 1 4.00 0.00 D02 19-04-10 19-04-10 2 X 4 2 X 4 03-03-15 1 4.00 0.00 D03 19-04-10 19-04-10 2 X 4 2 X 4 03-11-15 ® 2 4.00 0.00 D04 19-04-10 19-04-10 2 X 4 2 X 4 04-02-15 ® 1 -4.00 0.00 D05 19-04-10 19-04-10 2 X 4 2 X 4 04-05-10 ,Builder: Job Information Frank Gamel Job#: J180098-1 1223 Trailwood Dr Jacksonville, FL 32266 File#: (904)241-7009 fili$Igi Salesman:David Price Designer: Ashley Casey Manning Building Supplies PAGE 2 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Boehme Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 06/05/18 Seminole Rd. -' Del. Date: / / Atlantic Beach, FLL-. Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT [ RIGHT ® 1 -4.00 0.00 006 19-04-08 19-04-08 2 X 4 2 X 4 _ 05-01-10 ® 1 -4.00 0.00 D07 19-04-08 19-04-08 2 X 4 2 X 4 I _ 05-09-10 1 -4.00 0.00 008 19-04-08 19-04-08 2 X 4 2 X 4 06-05-10 1 -4.00 0.00 009 19-04-08 19-04-08 2 X 4 2 X 4 07-01-10 1 -4.00 0.00 D10 19-04-08 19-04-08 2 X 4 2 X 4 07-09-10 1 -4.00 0.00 D11 19-04-08 19-04-08 2 X 4 2 X 4 07-08-07 1 -4.00 0.00 D12 19-04-08 19-04-08 2 X 4 2 X 4 07-00-07 1 -4.00 0.00 D13 19-04-08 19-04-08 2 X 4 2 X 4 08-04-07 ® 1 -4.00 0.00 014 19-04-08 19-04-08 2 X 4 2 X 4 05-08-07 ®(Irte 1 -4.00 0.00 D15 19-04-08 19-04-08 2 X 4 2 X 4 05-00-07 N i �' 1 -4.00 0.00 016 19-04-08 19-04-08 2 X 4 2 X 4 04-04-07 1 -4.00 0.00 D17 19-04-08 19-04-08 2 X 4 2 X 4 03-08-07 1 -4.00 0.00 D18 19-04-08 19-04-08 2 X 4 2 X 4 03-00-07 1 -4.00 0.00 D19 19-04-08 19-04-08 2 X 4 2 X 6 02-04-07 1 4.00 0.00 E01 04-06-00 04-06-00 2 X 4 2 X 4 02-00-00 01-10-08 1 4.00 0.00 G01 02-04-04 02-04-04 2 X 4 2 X 4 02-00-00 01-06-08 ° 9 4.00 0.00 G02 06-01-08 06-01-08 2 X 4 2 X 4 02-00-00 03-00-03 '®' 1 4.00 0.00 H01 11-04-00 11-04-00 2 X 4 2 X 6 01-10-08 01-10-08 00-10-04 00-10-04 02-01-03 %` 1 4.00 0.00 H02 09-02-08 09-02-08 2 X 4 2 X 4 02-00-00 00-10-04 02-09-11 ®� 16 4.00 0.00 J01 07-00-00 07-00-00 2 X 4 2 X 4 02-00-00 03-03-11 „..: 7 4.00 0.00 J02 05-00-00 05-00-00 2 X 4 2 X 4 02-00-00 02-07-11 7 4.00 0.00 J03 03-00-00 03-00-00 2 X 4 2 X 4 02-00-00 01-11-11 10 4.00 0.00 J04 01-00-00 01-00-00 _2 X 4 2 X 4 02-00-00 01-03-11 4 2.83 0.00 J05 09-10-01 09-10-01 2 X 4 2 X 4 02-09-15 03-03-07 ,Builder: Job Information Frank Gamel Job#: J180098-1 1223 Trailwood Dr Jacksonville, FL 32266 File#: (904) 241-7009 rri111 Salesman:David Price Designer: Ashley Casey Manning Building Supplies PAGE 3 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Boehme Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 06/05/18 - Seminole Rd. ' Del. Date: / / Atlantic Beach, FL Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 9 4.00 0.00 J06 05-11-00 05-11-00 2 X 4 2 X 4 02-00-00 00-04-04 02-11-08 3 4.00 0.00 J07 05-00-00 05-00-00 2 X 4 2 X 4 02-00-00 00-04-04 02-07-11 3 4.00 0.00 J08 03-00-00 03-00-00 2 X 4 2 X 4 02-00-00 00-04-04 01-11-11 3 , 4.00 0.00 J09 01-00-00 01-00-00 2 X 4 2 X 4 02-00-00 00-04-04 01-03-11 1 2.83 0.00 J10 08-03-11 08-03-11 2 X 4 2 X 4 02-09-15 02-11-01 1 4.00 0.00 J11 05-02-02 05-02-02 2 X 4 2 X 4 02-00-00 02-08-06 /� 1 4.00 0.00 J12 03-02-02 03-02-02 2 X 4 2 X 4 02-00-00 02-00-06 v 1 4.00 0.00 J13 01-02-02 01-02-02 2 X 4 2 X 4 02-00-00 01-04-08 1 2.83 0.00 J14 08-03-11 08-03-11 2 X 4 2 X 4 02-09-15 00-05-04 02-11-01 2 4.00 0.00 J16 07-00-00 07-00-00 2 X 4 2 X 4 02-07-15 ��/� 1 4.00 0.00 J18 07-00-00 07-00-00 2 X 4 2 X 4 02-00-00 02-05-04 1 4.00 0.00 J19 07-00-00 07-00-00 2 X 4 2 X 4 02-00-00 03-01-04 1 4.00 0.00 J20 05-00-00 05-00-00 2 X 4 2 X 4 01-11-15 G. 1 4.00 0.00 J21 03-00-00 03-00-00 2 X 4 2 X 4 01-03-15 1 4.00 0.00 J22 02-08-00 02-08-00 2 X 4 2 X 4 02-00-00 01-10-06 1 2.83 0.00 J23 03-08-08 03-08-08 2 X 4 2 X 4 02-09-15 01-10-01 2 4.00 0.00 J24 03-06-00 03-06-00 2 X 4 2 X 4 01-10-08 00-10-04 02-01-03 G 4 4.00 0.00 J25 03-00-00 03-00-00 2 X 4 2 X 8 01-10-08 01-11-03 4 4.00 0.00 J28 01-00-00 01-00-00 2 X 4 2 X 4 01-10-08 01-03-03 2 2.83 0.00 J27 04-10-10 04-10-10 2 X 4 2 X 4 02-07-13 01-01-12 02-00-15 9 4.00 0.00 J29 07-00-00 07-00-00 2 X 4 2 X 4 02-00-00 03-03-11 8 4.00 0.00 J30 05-00-00 05-00-00 2 X 4 2 X 4 02-00-00 02-07-11 8 4.00 0.00 J31 03-00-00 03-00-00 2 X 4 2 X 4 02-00-00 01.11-11 13 4.00 0.00 J32 01-00-00 01-00-00 2 X 4 2 X 4 02-00-00 01-03-11 L ,Builder: Job Information Frank Game! 1223 Trailwood Dr Job#: J180098-1 Jacksonville, FL 32266 File#: (904)241-7009 (11!° Salesman:David Price Designer: Ashley Casey Manning Building Supplies PAGE 4 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Boehme Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 06/05/18 Seminole Rd. l Del. Date: / / Atlantic Beach, FLL Cover Sheet Truss Level: PROFILE Qom' PITCH I BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT 1 RIGHT LEFT RIGHT LEFT RIGHT >�-- 4 2.83 0.00 J33 09-10-01 09-10-01 2 X 4 2 X 4 02-09-15 03-03-07 ® 1 4.00 0.00 J34 02-09-08 02-09-08 2 X 4 2 X 4 01-01-15 ® 1 4.00 0.00 J35 01-00-00 01-00-00 2 X 4 2 X 4 00-07-15 __,- 1 2.83 0.00 - J36 03-05-11 03-05-11 2 X 4 2 X 4 02-09-15 01-09-07 • 3 4.00 0.00 J37 03-00-00 03-00-00 2 X 4 2 X 4 02-00-00 01-11-11 i 1 2.83 0.00 J38 04-02-03 04-02-03 2 X 4 2 X 4 02-09-15 00-00-06 01-11-07 1 2.83 0.00 J39 04-02-03 04-02-03 2 X 4 2 X 4 02-09-15 01-11-07 '...!ISE: -.. 1 4.00 0.00 K01 18-05-00 18-05-00 2 X 4 2 X 6 02-00-00 02-00-00 03-03-11 1 4.00 0.00 K02 18-05-00 18-05-00 2 X 4 2 X 4 02-00-00 02-00-00 03-09-14 ---' 1:?3 *--- 1 4.00 0.00 K03 18-05-00 18-05-00 2 X 4 2 X 4 02-00-00 02-00-00 03-09-14 1 4.00 0.00 K04 18-05-00 18-05-00 2 X 4 2 X 6 02-00-00 02-00-00 03-09-14 .� 1 4.00 0.00 K05 15-09-08 15-09-08 2 X 4 2 X 4 02-00-00 03-09-14 4 4.00 0.00 K06 17-01-00 17-01-00 2 X 4 2 X 4 02-00-00 02-00-00 03-09-14 1 4.00 0.00 K07 11-11-08 11-11-08 2 X 4 2 X 4 02-00-00 04-06-00 2 4.00 0.00 K08 11-11-08 11-11-08 2 X 4 2 X 4 02-00-00 04-11-08 1 4.00 0.00 K09 11-11-08 11-11-08 2 X 4 2 X 4 02-00-00 04-07-03 2 4.00 0.00 K10 21-09-00 21-09-00 2 X 4 2 X 4 02-00-00 02-00-00 04-07-03 1 4.00 0.00 K11 21-09-00 21-09-00 2 X 4 2 X 4 02-00-00 02-00-00 03-11-11 ® 1 4.00 0.00 K12 21-09-00 21-09-00 2 X 4 2 X 6 02-00-00 02-00-00 03-03-11 1 4.00 0.00 L01 08-09-04 08-09-04 2 X 4 2 X 4 02-00-00 02-00-00 01-11-11 2 4.00 0.00 L02 08-09-04 08-09-04 2 X 4 2 X 4 02-00-00 02-05-04 FLOOR QTY DEPTH BASE 0/A END TYP INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT 'RIGHTT SIZE LOCATION LEFT f RIGHT LEFT RIGHT =1:1 01-06-00 / 1 F01 15-11-00 15-11-00 1 ,Builder: Job Information Frank Gamel Job#: J180098-1 1223 Trailwood Dr Jacksonville, FL 32266 File#: (904)241-7009 rigi Salesman:David Price Designer: Ashley Casey Manning Building Supplies PAGE 5 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Boehme Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 06/05/18 Seminole Rd. Del. Date: / / Atlantic Beach, FL Cover Sheet -. - Truss Level: FLOOR QTY DEPTH BASE 0/A END TYP INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT t RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT ® 01-06-00 c a 3 F02 15-11-00 15-11-00 ® 01-06-00 5 F03 15-07-14 15-07-14 E 3 ® 01-06-00 1 F04 15-08-06 15-08-06 3 00-05-10 ® 01-06-00 1 F05 15-08-06 15-08-06 E 3 00-03-14 ® 01-06-00 r 3 2 F06 12-05-08 12-05-08 01-06-00 ® 1 F07 12-09-00 12-09-00 r 3 ® 01-06-00 C 3 1 F08 11-11-00 11-1100 / 01-06-00 �' 1 F09 03-11-08 03-11-08 0=3:13 01-06-00 E 1 F10 13-03-00 13-03-00 01-06-00 ® 4 F11 12-11-14 12-11-14 E a 01-06-00 ® 5 F12 16-11-02 16-11-02 ® 01-08 00 2 F13 16-07-10 16-07-10 E ® 01-06-00 E 1 F14 16-11-02 16-11-02 - I TEMS QTY PLY ITEM TYPE SIZE LENGTH NOTES FT-IN-16 1 2 SS-LMATL _ BM1-onCENTER®LVL 2.0E 1 3/4"x 9 1/4" _ 10-00-00 1 2 SS-LMATL BM2-1 3/4"x 11 1/4"2.0E EverEdgeTM LV 14-00-00 1 2 SS-LMATL BM3-1 3/4"x 11 1/4"2.0E EverEdgeTM LV 12-00-00 1 2 SS-LMATL BM4-1 3/4"x 9 1/4"2.0E EverEdge"'LVL 10-00-00 2 Hanger HGUS48 41 Hanger HTU26 - 4 Hanger THA422 I f Client: Frank Game! Date: 5/4/2018 Page 1 of 8 0 isDesign rM Project: Designer: Ashley Casey Address: Seminole Job Name: j180098-1 OFFICE C O PY Atlantic Beach,Florida Project u: BM1 2.0E EverEdgeTM LVL 1.750" X 9.250" 2-Ply - PASSED Level:Level I 2 --- 1 • • IAI , 't tl, *t N ^ 91/4' • •• •• •• • •• • • • M 1 SP 2 SP 8'7 1/4" 't '1'3 1/2" 8'7 1/4" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 0 771 0 0 201 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 0 771 0 0 201 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 -SP 5.500" 9% 771/201 971 L D+C 2-SP 5.500" 9% 771/201 971 L D+C Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 1366 ft-lb 4'3 5/8" 11247 ft-lb 0.121(12%) D Uniform Unbraced 1723 ft-lb 4'3 5/8" 8743 ft-lb 0.197(20%) D+C L Shear 562 lb 1'2" 5536 lb 0.101(10%) D Uniform LL Defl inch 0.010(L/9626) 4'3 11/16" 0.195(U480) 0.050(5%) C L TL Defl inch 0.047(L/1990) 4'3 11/16" 0.260(U360) 0.180(18%) D+C L Design Notes 1 Fasten all plies using 2 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom braced at bearings. 7 Lateral slendemess ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform Top 130 PLF 0 PLF 0 PLF 0 PLF 0 PLF wall 2 lie-In 0-0-0 to 8-7-4 (Span)4-8-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF K06 Self Weight 9 PLF Notes chemicals 6.For flat roofs provide proper droned*to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs K responsible only of the Handling&Installation pon°"g Weyemaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cut or&Iliad Seattle.WA 32256 design criteria and loadings shown. It is the 2 Refer to manufacturer's product information fesponwbany of me customer and/or the contractor to regard,,, mthmabon re.,,,,,,,,,,,,, www.weye haeuseccom/everedge/ (904)268 8225 ensure the component suitabady of the intended fastening details.beam strength values.and code application and to verify the*mansions and loads. approvals Lumber 3 Damaged Beams must not be used •U16.01116 4 Design assumes top edge n t Dry sew*con*bons unless noted otherwise lateraay reabrned B S UP P LIE S 2.LVL not to be treated wi h fire retardant or conosloe 5 lateral /place en port at bean,,points to avmd iqusS 0105100 lateral drcpl I and rotrton Version 18.20.037 Powered by iStruct'° „,,M, Client: Frank Gamel Date: 5/4/2018 Page 2 of 8 L'''') isDesign M Project: Designer: Ashley Casey Address: Seminole Rd. Job Name: j180098-1 Atlantic Beach,Florida Project#: BM1 2.0E EverEdgeTM LVL 1.750” X 9.250" 2-Ply - PASSED Leel:Leel : 1 / ^ 9 1/4" • • • • • • • • • 1 1 I )(I / 1 SP 2 SP 8'7 1/4" 'i'' 1'3 1/2" 8'7 1/4" Multi-Ply Analysis Fasten all plies using 2 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 0.0 Load 0.0 PLF Yield Limit per Foot 163.0 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Notes chemFor flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Kals s. Calculated Structured Designs r responsible onlyof the Handling&Installation p°"""° Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cut or doled Seattle.WA 32256 design oaten. and loadings shown. It is the 2.Refer to manufacturers product information responsibility of me customer and/or me contractor toregarding installation requaements. mul&py www.weyerhaeuser.corMeveredge/ (904)268-8225 ensure the component rtabroy of the intended fastening detain.beam strength values,end code bw mton.and to vent'the dimensions end loads. approvek MOMMG Lumber 3.Damaged Beams must not be used 1.Dry service conditrona,unless noted otherwise 5.Dergn assumes top edge is later*restrained B S 5 UP►1!s 5.late 2.LVL not to be treated wM fire retardant or corrosive ral lateral support ro baanng points to avrd laterdisplacement and rolaoon TRUSS DIVIS$ON Version 18.20.037 Powered by IStruct`° . _y / Client: Frank Game! Date: 5/4/2018 Page 3 of 8 Project: Designer: Ashley Casey isDesignTai Address: Seminole Rd. Job Name: j1B0098-1 Atlantic Beach,Florida Project# BM2 2.0E EverEdgeTM LVL 1.750" X 11.250" 2-Ply - PASSED Level:Level 2 —— 3 \ ) 1( ( / •. .1. iiit 111/4" O iv 1 Hanger(HGUS48) 2 SP I. 12'9" �/3 1/2" 12'9" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 2906 1651 0 0 758 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1936 1315 0 0 773 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 - 4.000" 41% 1651/2906 4557 L D+L Hanger Analysis Results 2-SP 5.500" 31% 1315/2031 3346 Uniform D+0.75(L+C) Analysis Actual Location Allowed Capacity Comb. Case Moment 9446 ft-lb 6'2 1/16" 17999 ft-lb 0.525(52%) D+L L Unbraced 9674 ft-lb 6'2 3/8" 9689 ft-lb 0.998 D+0.75(L+C)Uniform (100%) Shear 4873 lb 1'2 1/2" 7481 lb 0.651(65%) D+L L LL Defl inch 0.205(U708) 6'3 3/16" 0.302(U480) 0.680(68%)0.75(L+C) Uniform TL Defl inch 0.337(U431) 6'3 1/4" 0.403(U360) 0.840(84%) D+0.75(L+C)Uniform Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 4 Simpson fasteners applied from a single side of the member use tip values where published. 5 Fill all hanger nailing holes. 6 Girders are designed to be supported on the bottom edge only. 7 Top must be laterally braced at a maximum of 8'7 7/8"o.c. 8 Bottom braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-In 0-0-0 to 12-9-0 (Span)12-0-0 Near Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF A06 2 Point 0-10-12 Far Face 575 lb 1695 lb 0 lb 0 lb 0 lb BM3 Brg 2 3 Tie-In 2-0-0 to 12-9-0 (Span)11-8-8 Far Face 15 PSF 50 PSF 0 PSF 0 PSF 0 PSF CF DECK Self Weight 11 PLF Notes chemicals 6 For flat room provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is respnsible only of the Handling&Installation °°"di"g Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1 LVL beams must not be cut or dnled Seattle.WA 32256 design ortena and loadings shown. It is the 2.Refer to manufacturers product Information responsibedy of the customer angor the contractor to rerano Installation reaaaemenm. naumyly www.wayerhaeuser.wrrUeveredge/ (904)268-822'soprano ensure the component suitability of the intended fastening detaile beam strength values.and code -application.and a,d to venal the dimensions and loads. ePPro„oio Lumber 3 Damaged Beams must not be used ■U It 1 I L p U p I Dry service conditlons,unless noted otllervnse 4.Design assumes lop edge is laterally restrained SUPPLIES 2.LVL not to be treated with fire retardant or corrosive 5.Provide lateral support at baring points to avoid vi TRUSS DIVISION,..r { lateral displacement nd rotation Version 18.20.037 Powered by iStruct'" Client: Frank Game! Date: 5/4/2018 Page 4 of 8 0 /� Project: Designer: Ashley Casey ISD`SI��JM Address: Seminole Rd. Job Name: j180098-1 Atlantic Beach,Florida Project#: BM2 2.0E EverEdgeTM LVL 1.750" X 11.250" 2-Ply - PASSED Level:Level 1 \ . . . . • . . . • . • • • • )Av( 111/4„ 1 Hanger(HGUS48) 2 SP 12'9" �/3 1/2" 12'9" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c..except for regions covered by concentrated load fastening. Maximum end distance not to exceed 6" Capacity 70.0 Load 190.3 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 0-10-12 with a minimum of(5)-SDW22338 in the pattern shown. Capacity 89.0% Min/Max fastener distances for Concentrated Side Loads Load 1135.21b. Total Yield Limit 1275.0 lb. Min.6'' ii Min.5/8" Cg 1.0000 Yield Limit per Fastener 255.0 lb. 1 1/2" Yield Mode Lookup v J Op Op Load Combination D+L Min.5/8" Duration Factor 1.00 lb © Min.4" Min.6" • 0 ( Q i Min.4"— Max. 12"--4 "—Max. 12" -+ Max. 12" Notes chemicals 6 For flat roots provide proper drainage to prevent Manufacturer Into Manning Building Supplies Calculated Structured Designs is responsible only of ore Handling&Installation pondnp Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the I LVL beams must not be cut or meed Seattle.WA 32256 design criteria and loadings shown. It ,s the 2.Refer to anufacturer's product information stallation requirements. multi�p www.weyerhaeuseccorNeveredge/ (904)268-8225 responsibility of the customer andior the contractor to regarding ensure the component wdabidy of the intended fastening details.beam strength values.and code application and to verily the dlmens,ons and loads. Mxprys Lumber 3 Damaged Beams must not be used iggi 11310019191 1.Dry service conations,unless noted otherwise 4.Design aswmes top edge n laterally restrained SUPPLIES 2.LVL not to be treated with fire retardant or corrosive 5.Provide tslaace support t Daanng points to avoid TRUSS°fy151040 lateral displacement t and rotation Version 18.20.037 Powered by iStrucr. ArMr "' ,, Client: Frank Gamel Date: 5/4/2018 Page 5 of 8 Project: Designer: Ashley Casey isDesignM Address: Seminole Rd. Job Name: j180098-1 Atlantic Beach,Florida Project#: BM3 2.0E EverEdgeTM LVL 1.750" X 11.250" 2-Ply - PASSED Level:Level 1 ter• •i . 111/0" L • • : • : • : • • : : • : HH :/ 1SP 2 Hanger(HGUS48) 11'8 1/2" "1" �3 1/2" 11'8 1/2" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 1732 588 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1695 575 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 -SP 5.500" 21% 588/1732 2319 L D+L 2- 4.000" 20% 575/1695 2270 L D+L Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 5974 ft-lb 5'11" 17999 ft-lb 0.332(33%) D+L L Unbraced 5974 ft-lb 511" 7871 ft-lb 0.759(76%) D+L L Shear 2153 lb 10'6" 7481 lb 0.288(29%) D+L L LL Defl inch 0.131(U1012) 5'11" 0.276(L/480) 0.470(47%) L L TL Defl inch 0.175(L1756) 511" 0.368(L/360) 0.480(48%) D+L L Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Fill all hanger nailing holes. 4 Girders are designed to be supported on the bottom edge only. 5 Top braced at bearings. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 11-8-8 (Span)11-8-8 Near Face 15 PSF 50 PSF 0 PSF 0 PSF 0 PSF CF DECK Self Weight 11 PLF Notes chemicals B.For flat roofs provide proper carnage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs Is responsible only of the Handling&Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of tins component based on the t LVL beams must not be cut or dared Seattle.WA 32256 resign cmena and beano shown. It n the 2.Refer to manufacturer's product information www. erhaeuser.comlevered e/ we responsibility of the customer aor the contractor to regarding installation requirements. multi-0N y 9 (904)268-8225 ensure the component sunabiey of the intended fastening details.beam strength values,and code appl,cabon.and to very the dimensions and loads. approvals Lumber 2.Damaged Beams must not be used f .f I rs r.fifcs,a. On•swmes top edge n laterary restrained M`"""1 Dry service condaons.unless noted otherwise 5Provide lateral supab•anng pants to avoid 2LVL not to be treated wan fire retardant or conosve lateral displacement and rotation . TRUSS DIVISION Version 18 20.037 Powered by iStruct'° Client: Frank Game! Date: 5/4/2018 Page 6 of 8 ,! iSDeS�gt1 Project: Designer: Ashley Casey isDesign- Address: Seminole Rd. Job Name: j180098-1 Atlantic Beach,Florida Project#: BM3 2.0E EverEdgeTM LVL 1.750" X 11.250" 2-Ply - PASSED Level:Level e a s a a e a s a a a s CV ' / • e e a e ` 11 1/4" l )1( 1 / 1 SP 2 Hanger(HGUS48) 11'8 1/2" 't3 1/2" 11'8 1/2" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 70.0% Load 190.3 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes chemicals 6.For Pat roots provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsiae only of the Handling&Installation pon°"° Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the t LVL beams must not be cut or dried Seattle.WA 32256 desipi °Mena and "IN. Nown. It is the 2,Refer to manufacturer's product mlormatron responsibility of the customer and/or ma contractor m an mstaeabon www.weyerhaeuseccom/everedga/ (904)268-8225 e the component sueabiey of the intended festa' q **apemen*,value mulcode appbcabon.end to venly the*mansions and loads. fastening eetads,beam strength aloes.ane ode ryys/yaa/s/ approvals II i ■iI a Lumber a.Damaged seams meet not be used I Dry service conditions.unless noted omeronsa s.oesrgn assumes top edge.s Merrily rectrrned !' ie s 2.LVL not to be treated with fire retardant or corrosive 5.Runde Iplace ant an at oeannq pomb b avid "^"OY'"" - Irterd drcpbcemant end rotabon TRUSS DtVRION Version 18 20.037 Powered by iStruct`a Client: Frank Gamel Date: 5/4/2018 Page 7 of 8 (lit isDesign- Project: Designer: Ashley Casey Address: Seminole Rd. Job Name: 1180098-1 Atlantic Beach,Florida Project#: BM4 2.0E EverEdgeTM LVL 1.750" X 9.250" 2-Ply - PASSED Level:Level 1 1 1 • • • • • Al .s a. *! 9 1/4'. • e ai • e e e ai )\1 1 1 I I I 1 SP 2 SP 8'9 1/4" 't 't3 1/2" 8'9 1/4" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 0 487 0 0 524 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 0 487 0 0 524 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 -SP 5.500" 9% 487/524 1012 L D+C 2-SP 5.500" 9% 487/524 1012 L D+C Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 1836 ft-lb 4'4 5/8" 15621 ft-lb 0.118(12%) D+C L Unbraced 1836 ft-lb 44 5/8" 8606 ft-lb 0.213(21%) D+C L Shear 913 lb 7'7 1/4" 7689 lb 0.119(12%) D+C L LL Defl inch 0.027(U3545) 4'4 11/16" 0.199(U480) 0.140(14%)C L TL Defl inch 0.052(1J1838) 44 11/16" 0.266(L/360) 0.200(20%) D+C L Design Notes 1 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top braced at bearings. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 8-9-4 (Span)11-11-8 Near Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF K07-K09 Self Weight 9 PLF Notes chemicals s For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies calculated Structured Designs is responsible only of the Handling&Installation pen°"g Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of ths component timed on the t LVL beams must not be cut or dulled Seattle.WA 32256 design antra and loadings shown. It rs the 2.Refer to manufacturer's product information responsibility m the customer ardor the contractor to regarding instaxaton requirements. mum-0ly wvnv.weyerhaeuseccoMeveredgel (904)268-8225 ensure the component suitability of the intended fastening details.beam strength values.and code application.and to verify the dimensions and loads. approvals /� MO Lumber 3 Damaged Beams must not be used e` 18147-122 U It f I1 O 1 Dry service conditions.unless noted otherwise a. Design assumes top edge is later*restrained D J SUPP LIEZ 2.LVL not to be treated with fire retardant or corrosive 5 Provide lateral support at baanng pointe to avoid lateral displacement and rotation TRUSS DIVr310H Version 18.20.037 Powered by iStruct'" . :� Client: Frank Game! Date: 5/4/2018 Page 8 of 8 P.,: isDesiQ I I M Project: Designer: Ashley Casey J Address: Seminole Rd. Job Name: j180098-1 Atlantic Beach,Florida Project#: BM4 2.0E EverEdgeTM LVL 1.750" X 9.250" 2-Ply - PASSED Level:Level • • • •• • •• • •• • • (V1 � , / .--^ ^ 9 1/4" • • • • • • • r V / 1 SP 2 SP 8'91/4" "f ,31/2" 8'9 1/4" Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 61.1% Load 110.6 PLF Yield Limit per Foot 181.1 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+C Duration Factor 1.25 Notes chemicals 6.For flat rook provide proper drainage to prevent Manufacturer info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation °°"dr"g Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1 LVL beams must not be out or urged Seattle.WA 32256 design alters and loadings shown. It o the 2.Refer to manufacturers product mformabon responsewm of the customer and/or the contractor to regarding installation requirements. mulb�ly WWW.weyerhaeuser.corNeveredge/ (904)268-8225 ensure the component surtabidy of the intended festering detals beam strength values.and code appbcabon.and to venfy the dimensions and loads. approvals maninG Lumber 3.Damaged Beams must not be used 281472,22 t.Dry service conditron:.unless noted otherwise 4.Deegn assumes top edge is Iataaly restrained P L 2.LVL not to be treated wdh fire retardant or corrosive 5.tetmnda place support t ent at b o nnq pants to avail TAYDE DIVISION I•M•1 diepl M end roI•bon Version 18 20.037 Powered by iStruct 0 flAr Irior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 p.a.f. Top Chord Dead Load 7,00 10.00 p.a.f. Bottom Chord Live Load 0.00 0.00 p.s.f. Bottom Chord Dead Load 10.00 5.00 p.a.f. Total Load 37 65 p.s.f. Duration Factor 1.25 1.00 Building Code FBC 2017 RES Wind Standard ASCE 7.10 Wind Speed 132 m.p.h. Wind Usage RES.CAT 11 Building Exposure D Building Type Closed NOTE It is the responsibility of the building designer or architect to provide an appropnate connection for trusses to supporting structure per reactions shown on truss engineering.Special considerations for mechanical equipment and/or plumbing(and their connections)in truss space must be diagrammed by the builder an approved truss layout prior to fabncaton. .40340 { 10000 4 et, { Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WrCA 1-1995 - T (sections 6.0 and 7.0).Accordingly,it disclaims any drawings,responsibilities for the the construction design,drangs, r � g N0505 documents including the installation and bracing of trusses Alr.%._ _ _ imaziwzilisaiG WALLS HAVE a,1-141. v _ yr aICH a u a manufactured by Manning Building Supplies. HALF tew ass PER rm wwu Warning: • rife eete I i II ell IIMili II , l SWOON DETAIL ON AA Beam �• Conventional framing,erection and/or permanent bracing is not `- prlb !I■ Sy. 0.90.-1 Me responsibility ofthe truss designer,plate manufacturer.or tv a 1/17.1_z Po Y9 truss manufacturer Persons erectingtrusses are cautioned to .' - -'- - �-8h seek professional advice regarding erection bracing which is 111 1111011111 trt028 _0 always roquirod fo prevent toppling and daminomg during - - L- ` ..■ erection;and permanent bracing which may be required in -"� _ .1 I I ■ {�Wi■ specific applications.See"Bracing wood trusses commentary ___ ! E l,. a • aggft� _ and recommendations(BCSI 1-03)for further information. - '--�-1 aosm"3' Trusses shall be installed in a straight and plumb positron. • ,x Cl l I Where no sheathing is applied directly to the top and/or bottom a 6 1chords,they shall be braced as specified on the engineered 3 design.Trusses shall be handled with reasonable care during -"' p erection to prevent damage or personal injury. - i I • 14.00 1 Nib .,-I- u-:.-1-Jr.-,i nij •pps...d truss s.cnor W Wider.Or �'-i t1 �!4" 7 • ..arum bop and bottom chords. _ 'M • • . _.b ,I■ .« Square cu,...r,,..as. 10 e�� `I� -... -_ ... Nil e,vie- • saw I l.1 24. �. •,rg gg ,tt11• • IMO'll"'�'_,i��i ;� .arr•a. .� v cY. f 11 d'e_tau 16r!'� - ..=I russ n•= ' �I �>t7■7 ■7■'! yp b. 4 use { 1 SOHO 4 VOW 4 "aa'Ne'r'inM"""f eo6s a Ia.Ribbon T ,r om: t e r • plea , Typical Truss Ends SHOP DRAWING I SUBMITTAL REVIEW - -= PROVED 0 APPROVE WITH CHANGES NOTED LY Engineer of Record: 0RV/ME ANO RESUBMIT ❑REJECTED No Engineer of Record on file SUBMITTAL WAS EWEGN ORMITY AND . GENERAL CONFORMANCE FOR TOO CEO�NTRACT DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE FOR TOLERANCE,CLEARANCE,QUANTITIES,FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, Manning Building COORDINATION OF HIS WWI ORK TH OTHER TRADES AND Supplies, INC. FULL COMPLIANCE WITH CONTRACT OOCIAIIE C/1`✓ /_ /C��/ 11155 PhIllipsGroh Parkway 56 E. �. Date: /(7- f ( l Jacksonville,FL 32256 Phone:(904)268-8225 Sabo Structural Engineering, LLC Fax:(904) 268-821 Jacksonville Beath, FL 32250 WRUSSeMBS-COCOM JA%TRUSS�M BS-CORP.COM Frank Gamel Job Name: Boehme Residence Lot/Blk-Subdiv Seminole Rd.Atlantic Bosch,FL/ Scale: Draw By. Job Number 1lra=1' /5/2018 AC J180098-1 YERHAEUSER EEI-JOIST 21360 WEYERHAEUSER RIMBOARD 6527.5 • All claims for error or defective material must be made within 5 days of receipt of goods an OFFICE COPY 4 wool I Isom ` § § § 1• 1 iiR6iiiii4 -- A , on • KNEE WALL TO 13'1,1,Ede A@ gra. I `----_ ---._... . )TIP OF BEAMMII'}1L18' KNEE WALL TO I•'}IT a EL' IMIIA a+' MMA MMMU OT�:-'1•^A� -P"0 ISM soon,Don r11.• - • -•7 In101.1?PET HT H',.. BMA 10 01If 2 ' BAR 1,F 11 1K 2HTU7B 35 �� 0'1-vt PIT HT — — — — — 1.5 \� BATS IC II 114 2 THAW 4 1T61R'PLTHT - • • • • • 1 ■■■ 171-1?PLT M i NOTES: _ p_ _ _ — L . 4114 CANTILEVER®POOL SOUTH ELEVATION }} Amap } ( 1.mm II} 140A } } IMA* 4 i} 1AmM }!} uwm CONVENTIONALLY FRAME o EXTERIOR STAIRWAY • C ' { • } • ; • A.. -- NORTH ELEVATION T 10.1)4 CANTILEVER m PORCH EAST ELEVATION A CONVENTIONALLY FRAME a MUDROOM ENTRY ! !.! OPTIONAL SKYLIGHTS PROVISIONS LNOE _ _. _ _ $ a------ . . '-1--. .._. . . -_-• r_... 519-ter gm.... ,— u°^° - .MAP FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197 WEYERHAEUSER-EVEREDGE LVL 21359-- om mit Lumber design'value*are in accordance with ANSI/TPI 1 section 6.3 These truss desigmply on lumber values established by others. OFFICE COPY MiTek- RE: J180098-1 - Frank Gamel - Boehme Residence - AC MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Frank Gamel Project Name: Boehme Residence Model: Lot/Block: Subdivision: Address: Seminole Rd. City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 132 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 107 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date !No. Seal# Truss Name Date 1 T14220437 F01 6/5/18 18 T14220454 A04 16 /5/18 12 1114220438 1 F02 6/5/18 19 1T14220455!A05 16/5/18 J 13 T14220439 1 F03 ; 6/5/18 20 I T14220456 A06 1 6/5/18 4 1T14220440 F04 6/5/18 21 (114220457 B01 16/5/18 15 1T14220441 F05 6/5/18 22 (114220458 B02 ; 6/5/18 6 1T14220442 F06 6/5/18 23 T14220459(B03 1 6/5/18 7 T14220443 F07 6/5/18 24 T14220460 B04 1 6/5/18 1 18 i T14220444 1 F08 1 6/5/18 25 T14220461 B05 1 6/5/18 19 1 T14220445 1 F09 6/5/18 26 T14220462 B06 1 6/5/18 110 1T14220446 1 F10 6/5/18 27 714220463 B07 16/5/18 11 1T14220447 F11 6/5/18 28 T142204641 B08 ( 6/5/18 [12 T14220448 F12 _ 1 6/5/18 29 J T14220465 j B09 1 6/5/18 113 T14220449 1 F13 6/5/18 30 T14220466(C01 1 6/5/18 [14 1T14220450 1 F14 1 6/5/18 31 T14220467 I CO2 6/5/18 -- -1t.trz 115 1114220451 A01 6/5/18 32 T14220468;CO3 1 6/5/18 • 1 !O L ! 116 114220452 A02 1 6/5/18 33 114220469 1C04 6/5/18 j , W; i, il 117 T14220453 A03 6/5/18 34 T14220470 D01 1 6/5/18 L. 1 IN y a' L thz! The truss drawing(s) referenced above have been prepared by MiTek .. `,�� !...,..:.. "Elio �wf -�1I USA, Inc. under my direct supervision based on the parameters ``�,P.�-� • i F./��',,�__�1y '� provided by Manning Building Supplies. ' ..vi: 6&5 :! -'o„ 2o. 1 Truss Design Engineer's Name: Finn, Walter t i2a39 • t.e' - My license renewal date for the state of Florida is February 28, 2019. _ - . -- •.y • = ': 44/ iits. .: IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the �� . si-At .,�� cs. , ,. i 4-1 designs comply with ANSI/TPI 1. These designs are based upon parameters +�T•• � � (*�• � shown(e.g.,loads,supports,dimensions,shapes and design codes),which were • IP . • 'Oil1 Q.• �, Z2 fileen refto MiTek. Any project specific erence purpose only,and was not taken o into account inn included is othe preparation of customersr MiTek's '�lei01 kYt)lii�lE_S\- these designs. MiTek has not independently verified the applicability of the design i 4:101141 It parameters or the designs for any particular building. Before use,the building designer wait y F�„Pt t9, i ;, t 1 no should verify applicability of design parameters and properly incorporate these designs -••- -4.4i SSA,loc-F1 Genf: into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date. June 5,2018 Finn, Walter 1 of 2 R RE: J180098-1 - Frank Gamel - Boehme Residence - AC Site Information: Customer Info: Frank Gamel Project Name: Boehme Residence Model: Lot/Block: Subdivision: Address: Seminole Rd. City: Atlantic Beach State: FL No. Seal# Truss Name Date No. I Seal# Truss Name Date 35 T14220471 D02 6/5/18 78 T14220514 J23 6/5/18 36 T14220472 D03 6/5/18 79 T14220515 J24 6/5/18 37 T14220473 D04 6/5/18 80 T14220516 J25 6/5/18 38 T14220474 D05 6/5/18 81 T14220517 J26 6/5/18 39 T14220475 D06 6/5/18 82 T14220518 J27 6/5/18 40 T14220476 D07 6/5/18 83 T14220519 J29 6/5/18 41 T14220477 D08 6/5/18 84 T14220520 J30 6/5/18 42 T14220478 D09 6/5/18 85 T14220521 J31 6/5/18 43 T14220479 D10 6/5/18 86 T14220522 J32 6/5/18 44 T14220480 D11 6/5/18 87 T14220523 J33 6/5/18 45 T14220481 D12 6/5/18 88 T14220524 J34 6/5/18 46 T14220482 D13 6/5/18 89 T14220525 J35 6/5/18 47 T14220483 D14 6/5/18 90 T14220526 J36 6/5/18 48 T14220484 D15 6/5/18 91 T14220527 J37 6/5/18 49 T14220485 D16 6/5/18 92 T14220528 J38 6/5/18 50 T14220486 D17 6/5/18 93 T14220529 J39 6/5/18 51 T14220487 D18 6/5/18 94 T14220530 K01 6/5/18 52 T14220488 D19 6/5/18 95 T14220531 K02 6/5/18 53 T14220489 E01 6/5/18 96 T14220532 K03 6/5/18 54 T14220490 G01 6/5/18 97 T14220533 K04 6/5/18 55 T14220491 G02 6/5/18 98 T14220534 K05 6/5/18 56 T14220492 H01 6/5/18 99 T14220535 K06 6/5/18 57 114220493 H02 6/5/18 100 T14220536 K07 6/5/18 58 T14220494 J01 6/5/18 101 T14220537 K08 6/5/18 59 T14220495 J02 6/5/18 102 T14220538 K09 6/5/18 60 T14220496 J03 6/5/18 103 T14220539 K10 6/5/18 61 T14220497 J04 6/5/18 104 T14220540 K11 6/5/18 62 T14220498 J05 6/5/18 105 T14220541 K12 6/5/18 63 T14220499 J06 6/5/18 106 T14220542 L01 6/5/18 64 T14220500 J07 6/5/18 107 T14220543 L02 6/5/18 65 T14220501 J08 6/5/18 66 T14220502 J09 6/5/18 67 T14220503 J10 6/5/18 68 T14220504 J11 6/5/18 69 T14220505 J12 6/5/18 70 T14220506 J13 6/5/18 71 T14220507 J14 6/5/18 72 T14220508 J16 6/5/18 73 T14220509 J18 6/5/18 74 T14220510 J19 6/5/18 75 T14220511 J20 6/5/18 76 T14220512 J21 6/5/18 77 T14220513 J22 6/5/18 2 of 2 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC e II 714220437 J180098-1 F01 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:26 2018 Page 1 I D:pA6yA48jWY?4ONCpxdi8X5zJx2j-zF9tSj8NgXhRNSVK71DNjbO_W9EX3UKRsNkn9bz9K6d 0,81-1 0 8 1-1 Scale=1:26.5 1 2 3 4 5 6 7 8 9 1011 12 13 a o o e o q q a a o e a a e e o o LW le a a e o a • 7 -,- - - - - - - - - Cie 28 0 R e o 0 o o o o o o - e. 6 26 25 24 23 22 21 20 19 18 17 16 15 14 3x3= 3x3= 15-11-0 15-11-0 Plate Offsets(X,Y)-- (1:Edge,0-0-12),)27:0-1-8,0-0-12),128:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - Na 999 BCLL 0.0 Rep Stress lncr YES WB 0.02 Horz(CT) 0.00 14 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-R Weight:74 lb FT=20%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, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 15-11-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)26,14,25,24,23,22,21,20,19,18,17,16,15 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 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 be attached to walls at their outer ends or restrained by other means. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 I, A WARNING-Verity design parameters and READ NOTES ON rNIS AND INCLUDED MITER REFERANCE PAGE Mll-7473 rev.10/132015 BEFORE USE. Pa Design valid tor 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 buckling 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,seeANSI/BMI Ovally Caddo,DS1d9 and BCS Buldhsg Component 6904 Parke East Blvd. Safety Informattonovallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply Frank Gamel-Boehme Residence-AC i Ti�{ 4220438 J180098-1 F02 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:27 2018 Page 1 I D:pA6yA48j W Y?40NCpxdi8X5zJx2j-RSjGf39?Rrpl?c4XhklcGpwyHYOKorra5l TLh1 z9K6c 0-1-8 H 1-3-0 2-5-0 I 011-8 Scale'.1:26.7 4x4= 4x4= 1.5x4= 3x4= 3x5= 3x3= 1.5x4 I I 3x3 I I 4x4= 1.5x4= 1 2 3 4 5 6 7 8 � • 4 Tal ['T� _ •q I hs1\ 19 N't • 16 15 14 13 12 11 10 3x3= 4x4= 3x3= 1.5x4 II 3x3= 3x3= 4x7= 4x4= 3x3= 15-11-0 15-11-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8),[8:0-1-8,Edge),[11:0-3-0,Edgel,[18:0-1-8,0-0-121,[19:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.31 12-13 >600 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.42 12-13 >445 360 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.03 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH I Weight:88 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=855/0-7-2,9=855/0-7-2 FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-850/0,8-9=-815/0,1-2=-752/0,2-3=-1810/0,3-4=-2402/0,4-5=-2156/0,5-6=-2156/0,6-7=-2156/0, 7-8=-698/0 BOT CHORD 15-16-0/1414,14-15=0/2191,13-14=0/2191,12-13=0/2462,11-12-0/2156,10-11=0/1410 WEBS 1-16=0/1033,2-16=-984/0,2-15=0/589,3-15=-552/0,3-13-0/305,4-12=-553/90,8-10=0/957,7-10=-1059/0, 7-11=0/1138,6-11=-555/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)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. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with Mitek®connectors.This design is t ased 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 buckling 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,seeA/IRI/1PIl gadfly Cd tla,DSB-89 and BCSI Balding Compon.n? 6904 Parke East Blvd. Safety irfonnaeonavailabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC IC S T14220439 J180098-1 F03 Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:28 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-veHetPAdC9y9dmfj ESGro0T9GyINXJLjJhDuDTz9K6b 0-1-8 H 1-3-0 2-3-6 Scale=1:26.1 4x4= 1.5x4= 3x4= 3x5- 3x3= 1.5x4 I 1.5x4 II 4x4= 4x7= 1 2 3 4 5 6 7 8 e . o0 s B• 1 Y :37 • 1• • \ /—\ 16 15 14 13 12 11 10 3x3 = 4x4= 3x3= 1.5x4 H 3x3= 3x3= 4x4= 4x4= 3x3 II 15-7-14 15-7-14 Plate Offsets(X,Y)-- [1:Edge,0-1-8),18:0-3-0,Edge),111:0-1-8,Edge),(18:0-1-8,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. r DEFL. in (loc) Vdetl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.27 12-13 >678 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.37 12-13 >501 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.03 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:85 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=841/0-7-2,9=847/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-836/0,8-9=-809/0,1-2=-738/0,2-3=-1770/0,3-4=-2331/0,4-5=-2075/0,5-6=-2075/0,6-7=-2075/0, 7-8=-687/0 BOT CHORD 15-16=0/1386,14-15=0/2138,13-14=0/2138,12-13=0/2383,11-12=0/2075,10-11=0/1389 WEBS 1-16=0/1013,2-16=-965/0,2-15=0/570,3-15=-533/0,3-13=0/280,4-12=-551/73,8-10=0/971,7-10=-1044/0, 7-11=0/1080,6-11=-537/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) 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. 3)CAUTION,Do not erect truss backwards. Walter P.Finn PE No.221339 MiTek USA,Inc.FL Cart 6634 6904 Padre East Blvd.Tampa FL 33610 Date: June 5,2018 a WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M1-7473 rev.10/03,2015 BEFORE USE. ee. Design valid for use only with MiTek®connectors.Ibis design is based only upon parameters shown,and Is tor an individual building component,not a truss system.Before use,the building designer rnust verify the applicability 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 stability and to prevent collapse wtih possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSyWI1 awayClh/b,D.50-69 and II=Duldhag Compon.nl Safely Mfonnalanavdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC e se T14220440 J180098-1 ;F04 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:29 2018 Page 1 I D:pA6yA48j W Y?40NCpxdi8X5zJx2j-Ogr041 BFzS40EwEvo9n4LEOKtM51Gm6tYLyRmwz9K6a 0-1-8 F-i-1 2 1-3-0 1-11-12 I Scale=1:25.9 3x6= 1.5x4 II 3x5= 1.5x4 II 1.5x4 II 4x4= 4x7= 1 2 3 4 5 6 7 8 9 • i° — I 1\MIIIVW-\, \ • • • 19 Ki 17 16 15 14 13 12 11 3x5= 1.5x4 II 4x4= 454= 5-1 15-8-6 5-1 15-2-12 Plate Offsets(X,Y)-- (1:Edge,0-0-12),(9:0-3-0,Edge],(12:0-1-8,Edge) I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.21 13-14 >845 480 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.00 I BC 0.71 Vert(CT) -0.29 13-14 >636 360 BCLL 0.0 I Rep Stress Incr NO I WB 0.27 Horz(CT) -0.03 18 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 1 Matrix-SH Weight:89 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=816/0-5-8,18=1657/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-395/0,9-10=-783/0,2-3=-588/0,3-4=-1599/0,4-5=2155/0,5-6=-1936/0,6-7=-1936/0,7-8=-1936/0, 8-9=-664/0 BOT CHORD 16-17=0/1191,15-16=0/1976,14-15=0/1976,13-14=0/2212,12-13=0/1936,11-12=0/1328 WEBS 9-11=0/939,2-18=-1220/0,8-11.987/0,8-12=0/964,7-12=-476/0,2-17=0/810,3-17=-898/0,3-16=0/606, 4-16=-546/0,4-14=0/260,5-13=-500/98 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use 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. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert: 10-19=-10,1-9=-100 Concentrated Loads(Ib) Vert:1=-780 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert: 10-19=-10,1-9=-100 Concentrated Loads(Ib) Vert:1=-780 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Welter P.Finn PE No.22839 Vert:10-19=-10,1-2=-20,2-7=-100,7-9=-20 Concentrated Loads(Ib) MiTek USA Inc.FL Cert 6834 Vert:1=-780 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 Continued on nage 2 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev.10/03/2015 BEFORE USE. mil Design valid tor 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 appllcobtity 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 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,seeANSI/1P11 Quawy Clad,.DS1119 and BCS/BWding ComponM/ 6904 Parke East Blvd. SafelyfitfbnnafDnovdtabie from Truss Plate Institute.218 N.Lee Street.Suite 312-Alexandria.VA 22314. Tampa.FL 33610 [ Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC T14220440 J180098-1 F04 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:29 2018 Page 2 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-Ogr041 B FzS40EwEvo9n4LEOKtM51Gm6tY LyRmwz9K6a LOAD CASE(S) Standard 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10.19=-10,1-2=-100,2-6=-20,6-9=-100 Concentrated Loads(Ib) Vert:1=-780 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-19=-10,1-2=-20,2-7=-100,7-9=-20 Concentrated Loads(Ib) Vert:1=-780 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10.19=-10,1-2=-100,2-6=-20,6-9=-100 Concentrated Loads(Ib) Vert:1=-780 1 l Q WARNING-Welly design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekr connectors.This design Is based only upon parameters shown,and Is for an Individual holding component,notMil a truss system.Before use,the building designer must vedfy the applicability of design parameters and properly incorporate this design Into the overall balding 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 stability and to prevent collapse wfh possible personal k4ay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeA X/1111 QuaMy Plena.Dy8-49 and/CSI Buidhp Component 6904 Parke East Blvd. Safely h(aanaRaaavailabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC t e T14220441 J180098-1 F05 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:30 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-s 1 POI5CtkmCts3p6MtlJuRYaXmb2?H30n_i?IMz9K6Z 0-1-8 1-3-0 2-2-6 0-0_/-8 Scal6=1:26.1 3x3= 3x3= 3x5= 3x5= 3x3= 3x3= 1 2 3 4 5 6 7 8 p° 0 '0 ••,Oi0 • 0••::•i•i: iYi00iiOiO•OO•aio iii0••••••i i as ao 0ii 040iO• �••• i••:o�e 1\ v '4 ' x4 - 7 ,� I I ' Eo F 25 19 0iii•i•i:0.iii+::P•i•••JOi••:::0i•••:::••:4i04004i0PO••ii•J••i•O••i0••iii:i:::::004040.0•.:00•O••••�••••••••••:04::::•0,...014Aii ii•i:' 23 ::c0•0w••0•••0.0•o.+•0:••••0.00�.000004000•./00000000•+:':••0•••!00••• M.:!.!004• 000000000O . iii00i!0iii0004000:!000c•• w••:•:•••:••:•. 3x3 3x3 == 3x3 = 3x3 --= 3x3 = 3x3 = 3x3 = 3x3= 3x6= 01-3-14 1-4-0 2-8-0 I 4-0-0 I 8-0-0 9-4-01 10-8-0 12-0-0 13-4-0 14-8-0 15-8-6 0-3-14 1-0-2 1-4-0 1-4-0 4-0-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-0-6 Plate Offsets(X,Y)-- [19:0-3-0,0-0-71,1-24:0-1-8,0-0-12j,[25:0-1-8,0-0-12),(26:0-2-0,0-0-81,[28:0-1-4,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def1 L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) 0.00 22 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(CT) -0.00 12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:100 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SP No.2(flat) 6-0-0 oc bracing:16-17,15-16. REACTIONS. All bearings 15-4-8 except(jt=length)22=0-3-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)9,9,19,18,17,10,12,14,15,20,16,11,22 except 21=261(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable studs spaced at 1-4-0 oc. 3)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. Walter P.Finn PE No.22839 MiTek LISA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.I01V312015 BEFORE USE. Mit 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 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 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,seeANSI/1911 Qua/6y Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety blormatbncivdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply I Frank Gamel-Boehme Residence-AC 1. • 1 T14220442 J180098-1 F06 Floor 2 1 i i ;Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:31 2018 Page 1 I D:pA6yA48j W Y?40NC pxdi8X5zJx2j-KDymV RC W U4KkU DOIwapYQf5j6AmBkh 1 A?eRYgoz9K6Y 1-3-0 -I I 1-8-8 ---1 Scale=1:20.2 457= 4x7= 1 2 3 4 5 6 • • j • u 1 ' /. . o s •• 13 • 12 11 10 9 8 iii7 4x4= 1.5x4 H 1.5x4 I I 4x4= 1-6-0 4-0-0 8-5-8i 10-11-8 12-5-8 1-6-0 2-6-0 4-5-8 2-6-0 1-6-0 Plate Offsets(X,Y)-- (1:Edge,0-1-8),(6:0-3-0,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 40.0 1Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.07 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.09 11-12 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.02 7 rVa n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:69 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=733/0-5-8,7=733/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-727/0,6-7=-727/0,1-2=-613/0,2-3=-1387/0,3-4=-1614/0,4-5=-1387/0,5-6=-613/0 BOT CHORD 12-13=0/1151,11-12=0/1614,10-11=0/1614,9-10=0/1614,8-9=0/1151 WEBS 6-8=0/867,1-13=0/867,5-8=-800/0,2-13=-800/0,5-9=0/369,2-12=0/369,4-9=-426/0,3-12=-426/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4) Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-10,1-6=-110 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-10,1-6=-110 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase-1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-10,1-4=-110,4-6=-30 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-10,1-3=-30,3-6=-110 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-10,1-4=-110,4-6=-30 Walter P.Finn PE No.22839 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 MiTek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:7-14=-10,1-3=-30,3-6=-110 Date: June 5,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 ray.10A73/2015 BEFORE USE. — Design valid for use only with MITekA connectors.This design Is based only upon parameters shown,and Is for an Individual building component,notMI 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 buckling 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 Miry and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/INI Dually Climb,DSbAf and ICSH IUltlhy Component 6904 Parke East Blvd. Safety IdonnaIlpnovallab ie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC I: 4 714220443 J180098-1 F07 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:32 2018 Page 1 I D:pA6yA48jW Y?4ONCpxdi8X5zJx2j-oPW 9jnD8FNSb5NzUTHKnzsewaZ78T8VJEIB6MFz9K6X 130I 2-0-0 Scale=1:20.8 3x6= 1 — 2 3 4 5 6 T N / \ � ° 0 _ —\v/ \:// 0 11 e 13 12 11 10 9 8 3x5= 1.5x4 II 1.5x4 II 3x5= 1-6-04-0-0 I 8-9-0 I 11-3-0 I 12-9-0 1-6-0 2-6-0 4-9-0 2-6-0 1-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.09 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT) -0.11 11-12 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:70 lb FT=20%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, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=688/0-5-8,7=688/0-3-8 FORCES. (lb)-Max.Comp./Max,Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-682/0,6-7=-682/0,1-2=-578/0,2-3=-1318/0,3-4.1544/0,4-5=-1318/0,5-6=-578/0 BOT CHORD 12-13=0/1084,11-12=0/1544,10-11=0/1544,9-10=0/1544,8-9=0/1084 WEBS 6-8-0/818,1-13=0/818,5-8=-752/0,2-13=-752/0,5-9=0/367,2-12=0/367,4-9=-432/0,3-12=-432/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)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. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 e __ 1 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/01/1015 BEFORE USE. Nil Design valid for use only with MiTek®connectors.Ns 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 appilcabtity of design parameters and properly incorporate this design Into the overall balding design. Waving indicated Is to prevent buckling 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 inkay and property damage. For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP/I OuallyCdrada,DSS-09 and SCSI Suddhrp Componrrnt 6904 Parke East Blvd. Sa.ty infonnafbr►ovdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC I. • T14220444 J180098-1 FO8 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:33 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi 8X5zJx2j-Gb4Xw6EmOhaSjXYg 1?r0V4AAIzdACe3TTywfvhz9K6 W oda oHa Scale=1:19.7 1 2 3 4 5 6 7 8 9 10 o • } ♦ • • • • • • I+r IIF•- • • •I • o • 2 — r _ _ _ _ �— 22 .� 1 ( 1 d. o co 1 — • o o • o • •. .•.•.•.ww•.w•.e•.•.•........•.......•........•. .•. •. m.O .S4!�O L Ti$$$$$$.......w......w.w... cc.. . $$$ $$$$•.$$$$$$$$$$ $$•.i lei 20 19 18 17 16 15 14 13 12 11 3x3= 3x3= 11-11-0 11-11-0 Plate Offsets(X,Y)-- 11:Edge,0-0-12),[21:0-1-8,0-0-12),[22:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 11 n/a n/a BC DL 5.0 Code FBC2017/TPI2014 Matrix-R Weight:57 lb FT=20%F,11%E I LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 11-11-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)20,11,19,18,17,16,15,14,13,12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 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 be attached to walls at their outer ends or restrained by other means. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10.'03/1015 BEFORE USE. Design valid for use oNy with MiTeki 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 buckling 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.seeAt4SWPII Qualy C,/ata,DSD-89 and BCSI Baden,Component 6904 Parke East Blvd. Safety Nrfama/bmvallabie from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC • T14220445 J180098-1 F09 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL THA422 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:34 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-koev7SFOn?iJ Lh7tbi NF2HjGl NtbajcicgC R7z9K6V 616 = 0-11-8 316 II 1-0-0 I 316 II 13-0 THA422 616_ 1 9 2 3 10 4 THA422 THA422 Scale=1:10.2 0 ro 1 81.3111 5x5= 7 6 5x5= 3x3 I I 3x3 II 3-11-8 3-11-8 Plate Offsets(X,Y)-- 13:0-3-0,Edge),F6:0-1-8,Edge1,(7:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.01 6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(CT) -0.02 6 >999 360 BCLL 0.0 I Rep Stress Incr NO WB 0.44 Horz(CT) 0.00 5 ri/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:32 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=1721/0-3-8,5=1497/0-4-0 Max Gray 8=1723(LC 3),5=1497(LC 4) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-1723/0,4-5=-1478/0,1-2=-1023/0,2-3=-1023/0,3-4=-1023/0 BOT CHORD 6-7=0/1023 WEBS 4-6-0/1386,1-7-0/1556,2-7=-1133/0,3-6=-955/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)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. 3)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-5-12 from the left end to 2-5-12 to connect truss(es)to front face of top chord. 4)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-5-12 from the left end to 3-5-12 to connect truss(es)to back face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-10,1-4=-100 Concentrated Loads(Ib) Vert:2=-571(B)3=-801(F)9=-833(F)10=-604(B) Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.1003/2015 BEFORE USE. I Design valid for use only with Mllek®connectors.lids design is based only upon pararrreters shown,and is for an individual building component,not a truss system.Before use,the balding designer must verify the applicability 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- 8 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,seeANSI//PIl Qualify Climb,DSl-49 and BCS/building Component 6904 Parke East Blvd_ Salelyhlbnnalbigvdlable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC ' I T14220446 J180098-1 F10 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:35 2018 Page 1 ID:pA6yA48jWY?4ONCpxdi8X5zJx2j-C_CHLoFOYIgAyrh39QuUbVGW FnJegYYIwGPmzZz9K6U 0, r1 Ou8 Scale=1:22.0 1 2 3 4 5 6 7 8 9 10 11 o -0- o o w o 0' 24 1 9. O i3 -0-H ...1— --; ,ii, 0 .,•,iii.:iiiiiiiii0iii.'iiimerie.":".000.x.":00w000.0••:.:••••..•.••••.•••...••i'J iiii.,: ••••••.•••.y.:":•o•:..•..••v••y•••••.••.•••.•mn. 22 21 20 19 18 17 16 15 14 13 12 3x3-:: 3x3= 13-3-0 13-3-0 Plate Offsets(X,Y)-- 11:Edge,0-O-12),[23:0-1-8,0-0-12),[24:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 12 Na n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-R Weight:63 lb FT=20%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, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 13-3-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)22,12,21,20,19,18,17,16,15,14,13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 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 be attached to walls at their outer ends or restrained by other means. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 4 V WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. leill Design valid for use only with MiTek®connectors.Ibis design is based only upon parameters shown,and Is for an Individual bxrrding component,not a truss system.Before use,the building designer must verity the appllcabllty 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 oNy.Additional temporary and permanent bracing MiTek' is always required tot stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatbn,storage,delivery,erection and bracing of busses and truss systems,seeANSVIPII Qua/yCthda,D5l-89 and ECM BuMhtg Component 6904 Parke East Blvd. Safety lnlonnattom vdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC 4 T14220447 J180098-1 F11 Floor 4 1 I Job Reference(optional) I Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:36 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-gAmfY8GeJcy1 a_GFi7Pj 7ioVR BRwPySv9w9JV0z9K6T 0-1-8 H 1-3-0 2-1-6 Scale=1:21.6 3x4= 1.5x4= 3x3= 3x5= 3x3= 3x6= 1 2 3 4 54 6 o e • . I 6 1 ' - X 0 m 10 o a e e e 14 13 12 11 10 9 8 3x3= 3x5= 3x3= 1.5x4 I I 3x3= 1.5x4 II 1.5x4 I I 3x5= 3x3 Il 12-11-14 12-11-14 Plate Offsets(X,Y)-- 15:0-1-8,Edge1,(16:0-1-8,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.23 10-11 >671 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.30 10-11 >505 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:72 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=694/0-7-2,7=701/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-689/0,6-7=-658/0,1-2=-588/0,2-3=-1367/0,3-4=-1603/0,4-5=-1346/0,5-6=-583/0 BOT CHORD 13-14=0/1101,12-13=0/1613,11-12=0/1613,10-11=0/1346,9-10=0/1346,8-9=0/1346 WEBS 1-14=0/807,2-14=-762/0,2-13=0/396,3-13=-356/0,4-11=-16/454,4-10=-427/0,6-8=0/824,5-8=-1105/0, 5-9=0/461 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) 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. 3)CAUTION,Do not erect truss backwards. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 mg A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 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 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 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.seeANS1/7P11 Qualify Cdfeda,D38-89 and SCSI Building Component 6904 Parke East Blvd. Safety Bltofmaltonavallabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 l Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC a 714220448 J180098-1 F12 Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:37 2018 Page 1 I D:pA6yA48j W Y?40NCpxdi8X5zJx2j-9NK2mUHG4w4uC8rSGrwygwLg2arM8Mt20aut2Sz9K6S 0-1-8 Hf 1-3-0 -I 2-2-2 Scale=1:28.3 4x4= 1.5x4= 3x5= 3x5= 3x3= 1.5x4 II 3x5= 4x4= 4x7= 1 2 3 4 5 6 21 7 8 T1' • •.I . •, •I\ /-\ /- -\ q 4 • s • e s ' e • 18 17 16 15 14 13 12 11 10 3x3= 5x5= 3x4= 1.5x4 II 3x3= 1.5x4 I I 3x3= 1.5x4 I I 3x3= 5x5= 3x3 II 16-11-2 I 16-11-2 Plate Offsets(X,Y)-- [1:Edge,0-1-81,18:0-3-0,Edge),(20:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.19 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(CT) -0.24 14-15 >819 360 BCLL 0.0 Rep Stress Ina NO WB 0.41 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:94 lb FT=20%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, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 19=955/0-7-2,9=1255/0-3-8 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-950/0,8-9=-1249/0,1-2=-850/0,2-3=-2089/0,3-4=-2822/0,4-5=-3021/0,5-6=-3021/0,6-7=-2363/0, 7-8=-1037/0 BOT CHORD 17-18-0/1600,16-17=0/2582,15-16=0/2582,14-15=0/3021,13-14=0/3021,12-13=0/2757,11-12=0/2757, 10-11=0/1962 WEBS 1-18=0/1169,2-18=-1114/0,2-17=0/727,3-17=-713/0,3-15-0/418,4-15=-552/0,8-10=0/1467,7-10=-1376/0, 7-11=0/595,6-11=-571/0,6-13=-63/624 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 3)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. 4)CAUTION,Do not erect truss backwards. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-19=-10,1-21=-100,8-21=-200(F=-100) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-19=-10,1-21=-100,8-21=-200(F=-100) 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-19=-10,1-5=-100,5-21=-20,8-21=-120(F=-100) 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Walter P.Finn PE No.22839 Vert:9-19=-10,1-4=-20,4-21=-100,8-21=-200(F=-100) MiTek USA,Inc.FL Carl 6634 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(plf) Date: Vert:9-19=-10,1-5=-100,5-21=-20,8-21=-120(F=-100) June 5,2018 ,Continued on bane 9 1 . 0 WARNING-Vway design parameters and READ NOTES ON THIS AND INCLUDED MNTEI<REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. mit 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 properly incorporate this design Info the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M Fie k is always required for stability and to prevent collapse with possbie personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSV/Pll QuadlyCdeda,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safely Int amtanorrivdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC : a T14220448 1J180098-1 F12 Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:37 2018 Page 2 I D:pA6yA48j W Y?4ON Cpxdi8X5zJx2j-9NK2m U HG4w4uC8rSGrwygwLg2arM8Mt2Oaut2Sz9K6S LOAD CASE(S) Standard 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) , Vert:9-19=-10,1-4=-20,4-21=-100,8-21=-200(F=-100) I N .11111 Q WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.10/0312015 BEFORE USE. Dili 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 balking designer must verify the applicability 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 Mile k` 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,seeANS/IMI Qualy C lama,053.89 and SCSI Bolding Component 6904 Parke East Blvd. Safety keetmaRagErvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Game!-Boehme Residence-AC • ` T14220449 J180098-1 F13 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:38 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-dZuOzglvrDCIpl QegYRBC7tvT_BFtrfCcEeQauz9K6R 0-1-8 1-3-0 1-10-10 Scale=1:27.8 4x4= 1.5x4= 3x4= 3x5= 3x3= 1.5x4 I 3x5= 3x4= 4x7= 1 2 3 4 5 6 7 1. e o O / 0, 1\/\ / O ► A 6tj ee 18 17 16 15 14 13 12 11 10 3x3= 4x4= 3x3= 1.5x4 I' 3x3= 1.5x4 II 3x4= 1.5x4 II 3x3= 4x4= 3x3 II 16-7-10 16-7-10 Plate Offsets(X,Y)-- (1:Edge,0-1-8),[8:0-3-0,Edge],]13:0-1-8,Edge],F20:0-1-8,0-0-12] I ' I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.16 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(CT) -0.22 14-15 >914 360 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.03 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:931b FT=20%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, BOT CHORD 2x4 SP 2250E 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 19=895/0-7-2,9=901/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-890/0,8-9=-895/0,1-2=-790/0,2-3=1923/0,3-4=-2541/0,4-5=-2650/0,5-6=-2650/0,6-7=-1917/0, 7-8=-792/0 BOT CHORD 17-18=0/1486,16-17=0/2360,15-16=0/2360,14-15=0/2650,13-14=0/2650,12-13=0/2328,11-12=0/2328, 10-11=0/1494 WEBS 1-18=0/1086,2-18=-1034/0,2-17=0/651,3-17=-632/0,3-15=0/335,4-15=-405/100,8-10=0/1120,7-10=-1044/0, 7-11=0/629,6-11=-596/0,6-13=0/692 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) 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. 4)CAUTION,Do not erect truss backwards. Wetter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-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 applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of IndMdual 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 I fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PII Qually Criteria,DS8-89 and BCSI Suldtng Component 6904 Parke East Blvd. Safety ktformationavdiabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 I Job Truss I Truss Type I Qty Ply Frank Gamei-Boehme Residence-AC ' T14220450 J180098-1 F14 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:39 2018 Page 1 I D:pA6yA48j W Y?40NCpxdi8X5zJx2j-51 RoBAJXcXKbRS?gOGyRI LQC BOgVcM XLru Nz6Lz9K6Q 0,r1 0N8 Scale=1:28.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 p p 0 p O 0O 0 p O p pf 6 0'.. O 0 0 O 0 0 -o p 0 0 a _all - - ~ --0 0 - J3E3 9 e o p e e a e p .••••.......................••...•....••..•...••..•••.•.:iii•.•.•.•.•.•.❖.•.•.•.•.•.......•.............•.•••••.......•••••.....•...•............ 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x3= 3x3= 16-11-2 16-11-2 Plate Offsets(X,Y)-- 11:Edge,0-0-121,[29:0-1-8,0-0-121,[30:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 15 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R Weight:79 lb FT=20%F,11%pE LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 16-11-2. (lb)- Max Gray All reactions 250 lb or less at joint(s)28,15,27,26,25,24,23,22,21,20,19,18,17,16 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 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 be attached to walls at their outer ends or restrained by other means. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE. legl Design valid for use only with MiTek®connectors.ibis design Is based only upon parameters shown,and Is tot 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 buckling 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.seeANSI/IPII Only Crile a,0I1189 and SCM Building Component 6904 Parke East Blvd. Safely Brfgmal/onovdIab1e from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Frank Garnet-Boehme Residence-AC ' T14220451 J180098-1 A01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:08:38 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-NOGkNJZGzneFd4r6JyM7nUOgOolYggOMpv6FTNz9K7N -2-0-0 7-0-0 12-0-0 17-0-0 24-0-0 26-0-0 2-0-0 7-0-0 5-0-0 5-0-0 7-0-0 2-0-0 Scale=1:45.9 Special 6x6= NAILED Special NAILED NAILED3x4= NAILED 6x6= 4.00 12 3 14 15 16 4 17 18 19 5 111 El 1.2 ti n n N 2 �� r.■ 6 N w 1 ■� i t 1 1 1 1 I I r —� 7 1;') 9 20 21 22 23 8 3x10= 3x10= 8x8 NAILED NAILED NAILED NAILED 6x6 Special Special 7-0-0 I 17-0-0 24-0-0 7-0-0 10-0-0 7-0-0 Plate Offsets(X,Y)-- (3:0-3 0,0-2 8),(5:030,0-2-8),18:0-3-0,0-3-12),19:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.26 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.51 8-9 >565 180 BCLL 0.0 * Rep Stress Incr NO WB 0.41 Horz(CT) 0.10 6 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:120 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 5-6-12 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1825/0-7-10,6=1830/0-7-10 Max Horz 2=-55(LC 23) Max Uplift 2=-950(LC 8),6=-951(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4809/2138,3-4=-4645/2103,4-5=-4602/2090,5-6=-4831/2142 BOT CHORD 2-9=-1901/4515,8-9=-2405/5245,6-8=-1902/4536 WEBS 3-9=-279/1032,4-9=-755/533,4-8=-802/546,5-8=-279/1034 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 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 fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 950 lb uplift at joint 2 and 951 lb uplift at joint 6. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)197 lb down and 278 lb up at 7-0-0,and 197 lb down and 278 lb up at 17-0-0 on top chord,and 346 lb down and 142 lb up at 7-0-0,and 346 lb down and 142 lb up at 16-10-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,5-7=-54,2-6=-20 Concentrated Loads(Ib) Walter P.Finn PE No.22839 Vert:3=-150(F)5=-150(F)9=-346(F)8=-346(F)14=-105(F)16=-105(F)17=-105(F)19=-105(F)20=-62(F)21=-62(F) MiTek USA,Inc.FL Cert 6634 22=-62(F)23=-62(F) 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 • A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with Milek/:connectors.this design is based only upon parameters shown,and is for an individual holding component,riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall bolding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k- Is always required for stability 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,seeANifM►Quality CieDS$-89 and ICS&Mktg Component 6904 Parke East Blvd. Safety lntomfallon avalable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC • • T14220452 J180098-1 A02 Hip 1 1 , Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:08:39 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-rDp6bfauk5m6E E P IfftMJhxryC?hZ Bj W 2Zro?pz9K7M -2-0-0 4-10-14 9-0-0 15-0-0 19-1-2 24-0-0 26-0-0 2-0-0 4-10-14 4-1-2 6-0-0 4-1-2 4-10-14 2-0-0 Scale=1:45.9 5x5= 4x10= 4.00 12 4 17 18 19 20 5 re- 1.5x4 am 1.5x4 u- 3 6 m d rf c dt u, 2 7 n awe oil �� 8 Iib, �� 10 9 p.m" 3x5= 5x8= 3x4= 3x5= 9-0-0 15-0-0 24-0-0 9-0-0 6-0-0 9-0-0 Plate Offsets(X,Y)-- (2:0-0-14,Edge),(5:0-5-8,0-2-0),(7:0-0-14,Edge),[10:0-3-8,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.16 9-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.36 9-16 >798 180 BCLL 0.0 • Rep Stress lncr YES WB 0.14 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:110 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=998/0-7-10,7=998/0-7-10 Max Horz 2=67(LC 11) Max Uplift 2=-570(LC 12),7=-570(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2141/1363,3-4=-1783/1098,4-5=-1664/1091,5-6=-1779/1096,6-7=-2140/1362 BOT CHORD 2-10=-1187/2014,9-10=-883/1665,7-9=-1212/2014 WEBS 3-10=-383/352,4-10=-55/356,5-9=-79/357,6-9=-387/353 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 9-0-0,Exterior(2)9-0-0 to 13-2-15,Interior(1)13-2-15 to 15-0-0,Exterior(2)15-0-0 to 19-3-14,Interior(1)19-3-14 to 26-0-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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. 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 fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 570 lb uplift at joint 2 and 570 lb uplift at joint 7. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/032015 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 appllcabeity 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 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,seeANSUIPII Qualty Cando,058-89 and SCSI Sinding Componanl 6904 Parke East Blvd. i Safety NdofmaSomvdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC • c 714220453 J180098-1 A03 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:08:40 2018 Page 1 I D:pA6yA48jWY?4ONCpxdi8X5zJx2j-JPNUo?bW VPvzsO_VQNPbsvU 12cOwlbgf HDbMYGz9K7L -2-0-0 5-10-14 11-0-0 13-0-0 18-1-2 24-0-0 26-0-0 2-0-0 I 5-10-14 5-1-2 2-0-0 I 5-1-2 5-10-14 2-0-0 Scale=1:45.9 4x7= 4x4= 4 5 4.0012 r r 19 203x4 3x4 u: 3 6 N d: rb n 2 _ 7 n 8 Ii �� 12 11 10 9 \� 3x4_ 5x5= 3x4= 3x8= 1.5x4 I I 3x4= 5-10-14I 11-0-0 I 13-0-0 I 18-1-2 I 24-0-0 5-10-14 5-1-2 2-0-0 5-1-2 5-10-14 Plate Offsets(X,Y)-- (4:0-5-4,0-2-0],112:0-2-8,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.14 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.23 11-12 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.35 Horz(CT) 0.07 7 rile n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:116 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-4 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=998/0-7-10,7=998/0-7-10 Max Horz 2=80(LC 11) Max Uplift 2=-570(LC 12),7=-570(LC 12) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2147/1224,3-4=-1533/923,4-5=-1421/928,5-6=-1534/924,6-7=-2147/1223 BOT CHORD 2-12=-1050/2001,11-12=-1050/2001,10-11=-662/1419,9-10=-1075/2000, 7-9=-1075/2000 WEBS 3-11=-642/420,4-11=-127/301,5-10=-144/303,6-10=-640/419 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 11-0-0,Exterior(2)11-0-0 to 17-2-15,Interior(1)17-2-15 to 26-0-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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. 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 fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 570 lb uplift at joint 2 and 570 lb uplift at joint 7. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 n __ t Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with Mileke 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 buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiRek' 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.seeAML/IMI Quay Diego,DS11-89 and SCSI leading Component 6904 Parke East Blvd. Solely lrleona/lornvalabte from Truss Ptate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Garnet-Boehme Residence-AC • • 114220454 J180098-1 A04 Common 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:08:42 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-GoVFDgcm 109h6h8tYnR3xKZMUP4mmW mykX4Sc8z9K7J -2-0-0 I 7-0-0 I 12-0-0 17-0-0 I 24-0-0 26-0-0 I 2-0-0 7-0-0 5-0-0 5-0-0 7-0-0 2-0-0 Scale=1:45.2 4x4= 4 4.00 12 1.5x4 II 75 16 1.5x4 II 3 5 14 17 _Iggiiiii yr 2 i :: ` 6 m 7 IW, ii.me NMI 9 8 _ 3x6_ 3x6 8x8= 3x4= 7-0-0 17-0-0 24-0-0 7-0-0 I 10-0-0 7-0-0 Plate Offsets(X,Y)-- 12:0-6-14,0-1-9L16:0-6-14,0-1-9),F9:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ude Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.15 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.27 8-9 >999 180 BCLL 0.0 ` Rep Stress lncr YES WB 0.32 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:124 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=998/0-7-10,6=998/0-7-10 Max Horz 2=86(LC 11) Max Uplift 2=-570(LC 12),6=-570(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3-2142/1091,3-4=-2125/1181,4-5=-2150/1200,5-6=-2146/1091 BOT CHORD 2-9=-900/1990,8-9=-575/1307,6-8=-935/1994 WEBS 4-8=-458/889,5-8=-325/305,4-9=-440/867,3-9=-320/299 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-9 to 0-11-7,Interior(1)0-11-7 to 12-0-0,Exterior(2)12-0-0 to 15-0-0,Interior(1)15-0-0 to 26-0-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS 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. 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 570 lb uplift at joint 2 and 570 lb uplift at joint 6. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 I V WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111 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 appiicabiity 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 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.seeANSUIPII Ovally Cited,.DSB-89 and BCE/Buldig Component 6904 Parke East Blvd. Safety irtonnano navdlable from Truss Plate Institute,218 N.Lee Street.Sutte 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Game!-Boehme Residence-AC • T14220455 J180098-1 A05 Common Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:08:44 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdiBX5zJx2j-CAd?eMe1 ZdPPL?IGfCTXOIejgDg3DKuFCgZZh1 z9K7H -2-0-0 6-4-14 12-0-0 17-7-2 24-0-0 26-0-0 2-0-0 6-4-14 5-7-2 5-7-2 6-4-14 2-0-0 Scale=1:45.2 457 I I 4 4.00 12 16 17 3x4 3x4 3 5 V.. 24x10= 4x10= 15 18 6 •• 10 9 8 =• 8x8= 10x10 = 3x6 II 6-4-14 12-0-0 17-7-2 24-0-0 6-4-14 5-7-2 5-7-2 6-4-14 Plate Offsets(X,V)-- 19:0-5-0,0-6-4],(10:0-4-0,0-6-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.23 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.34 9 >820 180 BCLL 0.0 * Rep Stress Incr NO WB 0.66 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:289 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=3650/0-7-10,6=3650/0-7-10 Max Horz 2=86(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-10136/0,3-4=-9802/0,4-5=-9802/0,5-6=-10136/0 BOT CHORD 2-10=0/9574,9-10=0/9574,8-9=0/9574,6-8=0/9574 WEBS 4-9=0/5849,5-9=-454/445,3-9=-455/446 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 0-7-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-2-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 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. 4)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-11-7,Interior(1)0-11-7 to 12-0-0,Exterior(2)12-0-0 to 15-0-0,Interior(1)15-0-0 to 26-0-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 fit between the bottom chord and any other members. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5315 lb down at 11-10-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-7=-54,2-6=-20 Concentrated Loads(lb) Vert:9=-5315(B) Waiter P.USA.nn Inc.FL Cert 66 MiTek . Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek®connectors.Ibis design Is based only upon parameters shown,and Is for an individual bolding component,not a floss 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 buckling 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 gr>Idance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSV1P/1 Qualify OHO,D$849 and SCSIWldhig Compononf 6904 Parke East Blvd. Safely h(gmalpnmvdlabte from Truss Nate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 I Job Truss Truss Type Qty Ply Frank Garnet-Boehme Residence-AC ` T14220456 J180098-1 A06 Monopitch 6 1 j Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:08:45 2018 Page 1 I D:pA6yA48jWY?4ONCpxdi8X5zJx2j-gMBNriffKxXGz9tSDw_mZyBu4d8oygP000l6DTz9K7G -2-0-0 6-3-2 12-0-0 2-0-0 6-3-2 5-8-14 Scale=1:25.4 4 14 r 10 4.00 12 3x4 3 l 1 2 6 5 3x4= 1.5x4 II 3x4= 6-3-2 I 12-0-0 6-3-2 5-8-14 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.04 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.08 6-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.45 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:57 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 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing. REACTIONS. (lb/size) 2=559/0-7-10,5=429/Mechanical Max Horz 2=260(LC 11) Max Uplift 2=-357(LC 12),5=207(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-782/356 BOT CHORD 2-6=-525/712,5-6=-525/712 WEBS 3-6=0/266,3-5=-737/467 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 11-10-4 zone;cantilever left and right exposed;end vertical 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.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 girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 357 lb uplift at joint 2 and 207 lb uplift at joint 5. Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 0 WARNING-Vwify design promoters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mf.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITeke connectors.This design B based only upon pxsramelers shown,and Is for an Individual building component,not a truss system.Before use,the bolding designer must verify the applicabelty of design parameters and property incorporate this design Into the overall b eAding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M(Te k 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,seeANSUTPII Qua/fyCsNrb,DS11d9 and SCSI Suldkig Component 6904 Parke East Blvd. Safety My/maI mmilabble from Taus Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC ' T14220457 J180098-1 801 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:08:47 2018 Page 1 ID:pA6yA48jWY?4ONCpxdi8X5zJx2j-c118GOgvsYnCT1 rLLI EeNG6QQhXQcphuonDIMz9K7E -2-0-0 7-0-0 13-3-11 19-7-6 2-0-0 I 7-0-0 I 6-3-11 I 6-3-11 Scale=1:37.2 Special NAILED NAILED 4x10= 1.5x4 I I 5x12= NAILED NAILED NAILED NAILED 4.00 12 3 13 14 15 4 16 17 5 UA LI El 1111811U Il ll JL_ 12 T r: 3x8— q ri- ct N N n 2 d1 / MI nn PO On on O 8 18 19 7 20 21 6 / 2x4 II NAILED NAILED 6x10_ NAILED NAILED 4x4 Special NAILED NAILED 7-0-0 13-3-11 19-7-6 7-0-0 6-3-11 I 6-3-11 Plate Offsets(X,Y)-- 12:1-2-14,Edge1,13:0-6-4,0-2-41,15:0-5-8,0-3-01,j6:Edge,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.19 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.29 7-8 >811 180 BCLL 0.0 * Rep Stress Incr NO WB 0.97 Horz(CT) 0.03 12 rVa rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-5:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 5-8-2 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2'Except* 5-6:2x4 SP 2250F 1.9E OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2=1429/0-7-10,12=1658/0-3-8 Max Horz 2=146(LC 5) Max Uplift 2=-766(LC 8),12=-865(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3504/1613,3-4.3102/1525,4-5=-3102/1525,6-9=-38/297,5-9=-38/297 BOT CHORD 2-8=-1605/3280,7-8=-1610/3320,6-7=-212/333 WEBS 3-8=-92/733,4-7=-744/634,5-7=-1458/2971,5-12=-1965/1042 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 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 fit between the bottom chord and any other members. 6)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 766 lb uplift at joint 2 and 865 lb uplift at joint 12. 8)"NAILED"Indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)197 lb down and 278 lb up at 7-0-0 on top chord,and 346 lb down and 142 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Walter P.Finn PE No.22839 LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(pif) Date: Vert:1-3=-54,3-5=-54,2-6=-20 June 5,2018 Continued on Daae 2 ter. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMICREFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mi 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 applicabity 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 stability and to prevent collapse with possible personal knlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see/MI/Mt QualyCAW°,DSII-89 and SCSI auIding Component 6904 Parke East Blvd. Safely Brlb/ma/bmvdlable from Truss Plate InstiMe,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC 714220457 J180098-1 B01 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:08:47 2018 Page 2 ID:pA6yA48jWY?4ONCpxdi8X5zJx2j-c118GOgvsYn_CT1 rLL1 EeNG600hX0cphuonDlMz9K7E LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-150(F)6=-79(F)8=-346(F)4=-105(F)7=-62(F)5=-134(F)13=-105(F)15=-105(F)16=-105(F)17=-113(F)18=-62(F)19=-62(F)20=-62(F)21=-70(F) 1, ter. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 611-7473 rev.10/03/2015 BEFORE USE. Is Design valid for use only with Milek� 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 buckling 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,seeAN3VIP11 Quality Climb,DSld9 and SCSI Building Component 6904 Parke East Blvd. Safety SrfplmaSonavalable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria-VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC • ` T14220458 J180098-1 B02 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:08:48 2018 Page 1 ID:pA6yA48jWY?4ONCpxdi8X5zJx2j-4xsW UkhXdsvrgcc1 u2YTBbpOrg519AVr7SXngoz9K7D -2-0-0 4-10-14 9-0-0 14-3-11 19-7-6 2-0-0 4-10-14 4-1-2 5-3-11 5-3-11 Scale=1:37.5 3x4 4x4= 3x8= 6x6 4 15 16 5 6 4.00 ,2 !, I-a I C1 1.5x4 3 14 m om 2 0 1 9 8 7 3x5= 3x8= 1.5x4 I 3x5= 9-0-0 14-3-11 19-7-6 9-0-0 5-3-11 5-3-11 Plate Offsets(X,Y)-- 12:0-1-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.14 9-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.30 9-13 >779 180 BCLL 0.0 * Rep Stress lncr YES WB 0.56 Horz(CT) 0.04 14 rda n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2=836/0-7-10,14=693/0-3-8 Max Horz 2=172(LC 9) Max Uplift 2=-488(LC 12),14=-431(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1651/1019,3-4=-1270/733,4 5=1174/740,7-10=-329/586,6-10=-329/586 BOT CHORD 2-9=-1155/1551,8-9=-632/942,7-8=-632/942 WEBS 3-9=-408/377,4-9=0/251,5-9=-194/269,5-7=-1005/633,6-14=-720/449 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 9-0-0,Exterior(2)9-0-0 to 13-2-15,Interior(1)13-2-15 to 19-2-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 488 lb uplift at joint 2 and 431 lb uplift at joint 14. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 t 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. hut Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual budding 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 buckling 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,seeANSJIPII QuaYTy Clhrb,DSB-89 and BCS/Buedbng Component 6904 Parke East Blvd. Safety Intoanafonrvdtable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC • • T14220459 .J180098-1 B03 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:08:49 2018 Page 1 I D:pA6yA48jWY?4ONCpxdi8X5zJx2j-Z8Quh4i9NA1hRmADSm3ijoMaeER3uf2_L6GKMEz9K7C -2-0-0 5-10-2 10-10-8 15-1-3 19-7-6 2-0-0 5-10-2 5-0-6 4-2-11 4-6-3 Scale=1:37.5 3x4= 4x4= 6x6 1 3x4= 4 5 6 L 4.00 12 3x4 15 ,s � 4 T � 2 iss 61 9 8 7 3x4= 1.5x4 11 3x8= 3x8 5-10-21 10-10-8 1 19-7-6 5-10-2 5-0-6 8-8-14 LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.13 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.27 7-8 >877 180 BCLL 0.0 Rep Stress!nor YES WB 0.41 Horz(CT) -0.04 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:100 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2=836/0-7-10,14=693/0-3-8 Max Horz 2=194(LC 9) Max Uplift 2=-482(LC 12),14=-405(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1645/907,3-4=-1060/594,4-5=-963/610,7-10=-353/601,6-10=-353/601 BOT CHORD 2-9=-1074/1526,8-9=-1074/1526,7-8=-495/661 WEBS 3-8=-606/431,5-8=-233/406,5-7=-783/557,6-14=-704/438 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 10-10-8,Exterior(2) 10-10-8 to 15-1-3,Interior(1)15-1-3 to 19-2-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 482 lb uplift at joint 2 and 405 lb uplift at joint 14. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verify design parameters and READ NOTES ON TENS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid tor 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 buckling 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANtLJIPII DuallyCdteda,DSB-89 and BCD Bolding Component 6904 Parke East Blvd. Safety Btfamiapannvdlabie from Truss Plate Inslliule,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC i T14220460 J180098-1 B04 Half Hip I 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:08:50 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-1 K_Gu Pjo8T9Y3wlQOTaxGOukrepEdOJ8amOtugz9K7B -2-0-0 6-10-2 I 12-10-8 19-7-6 2-0-0 6-10-2 6-0-6 6-8-14 Scale=1:37.5 3x4= 4x10= 6x6 I 4 15 5 i • � 4.00 FIT 3x4 14 3 ❑� 13 0 2 61 41111e, 8 7 6 3x4= 1.5x4 II 3x4= 4x4= 6-10-2 12-10-8 19-7-6 6-10-2 6-0-6 6-8-14 Plate Offsets(X,Y)-- 14:0-5-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.08 8-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.16 8-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(CT) -0.06 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 I Matrix-MSH Weight:101 lb FT=20% i _ 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-2 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2=836/0-7-10,13=693/0-3-8 Max Horz 2=217(LC 9) Max Uplift 2=-475(LC 12),13=-373(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3—1589/812,3-4=-839/450,6-9=-301/525,5-9=-301/525 BOT CHORD 2-8=-1009/1466,7-8=-1009/1466,6-7=-548/756 WEBS 3-8=0/266,3-7=-773/497,4-7=-125/458,4-6=-820/547,5-13=-701/446 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 12-10-8,Exterior(2) 12-10-8 to 17-1-7,Interior(1)17-1-7 to 19-2-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 475 lb uplift at joint 2 and 373 lb uplift at joint 13. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 I A WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mit-7473 rev.10103/201$BEFORE USE. Design valid for use only with MITekS connectors.this design Is fused 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 buckling 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 generd guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSUIPII Cualty C,Nlb,DSBd9 and BCSI Bidding Component 6904 Parke East Bfvd. Sa/etyhfo/malbaovdtabie from Truss Plate Institute,218 N.Lee Sheet.Sutte 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Frank Game!-Boehme Residence-AC T14220461 J180098-1 B05 Half Hip 1 1 IJob Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:08:52 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-zj61 J5k2g5PGI Evo7ucPLR_0_RSx5tGO14V_zZz9K79 -2-0-0 7-10-2 14-10-8 19-7-6 2-0-0 7-10-2 7-0-6 4-8-14 Scale=1:38.1 3x4= 4x10= 6x6 I 1 f4. 5 . • I 4.00 12 14 3x4 3 • 13 2 yl O 01 17 8 7 6 3x4= 1.5x4 II 3x4= 3x4= 7-10-2 14-10-8 19-7-6 7-10-2 7-0-6 4-8-14 Plate Offsets(X,Y)-- (4:0-5-8,0-2-0) LOADING (psi) SPACING- 2-0-0 CSI. DE FL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.11 8-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.22 8-12 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.96 Horz(CT) 0.05 13 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:104 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-1 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2=836/0-7-10,13=693/0-3-8 Max Horz 2=241(LC 9) Max Uplift 2=-467(LC 12),13=-360(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1517/718,3-4=-614/291,6-9=-375/593,5-9=-375/593 BOT CHORD 2-8=-945/1403,7-8=-945/1403,6-7=-403/530 WEBS 3-8=0/325,3-7=-944/582,4-7=-150/478,4-6=-733/492,5-13=-697/454 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 14-10-8,Exterior(2) 14-10-8 to 19-2-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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. 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 fit between the bottom chord and any other members. 6)Bearing at joint(s)13 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 467 lb uplift at joint 2 and 360 lb uplift at joint 13. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Celt 6834 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.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.rxt a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall Funding 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 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,seeANSVIP/I GuaMy Citeda,DS11-89 and SCM Bedding Component 6904 Parke East Blvd. Safety bdomta/bAovdiable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Frank Gamel-Boehme Residence-AC T14220462 1J180098-1 B06 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:08:53 2018 Page 1 1 D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-RvgPXRIgROX7wOU_hb8eueW FlrrbgOraGkEYV?z9K78 -2-0-0 5-5-4 10-0-13 16-3-8 19-7-6 2-0-0 5-5-4 4-7-9 6-2-11 3-3-14 Scale=1:40.5 3x4= 5x5= 6x6 I I 5 6 J Z . ' 4.00 rri 1.5x4 i I 14 4 � I • 1.5x4 3 13 Io 2 �1 e a 15 16 7 3x5= 3x8_ 3x8= 10-0-13 19-7-6 10-0-13 9-6-9 Plate Offsets(X,Y)-- 12:0-1-2,Edgel � I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.14 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.29 8-12 >812 180 BCLL 0.0 * Rep Stress Incr YES WB 0.68 Horz(CT) -0.03 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:108 lb FT=20°6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-1 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 2=836/0-7-10,13=693/0-3-8 Max Horz 2=258(LC 9) Max Uplift 2=-461(LC 12),13=-367(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1602/735,3-4=-1213/526,4-5=-1233/650,7-9=-432/641,6-9=-432/641 BOT CHORD 2-8=-1002/1500,7-8=-310/346 WEBS 3-8=-410/284,4-8=-326/340,5-8=-565/1024,5-7=-636/510,6-13=-696/461 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 16-3-8,Exterior(2)16-3-8 to 19-2-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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. 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,with BCDL=10.0psf. 6)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 461 lb uplift at joint 2 and 367 lb uplift at joint 13. Walter P.Finn PE No.22839 MiTek LISA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lot Design valid for use only with Milek o connectors.This design is based only upon parameters shown,and is tor 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Ls 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.seeANSl IPlt GualyCanna,DS8-89 and CCS/Wilding Component 6904 Parke East Blvd. Safety hWamaMDnavdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexadria,VA 22314. Tampa,FL 33610 Job Truss Truss Type .Qty Ply Frank Gamel-Boehme Residence-AC • . I T14220463 J180098-1 B07 Half Hip 11 1 [Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:08:54 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-vsDnknm ICit_YX3BFJttQs3NF FBvZpKjVO_51 Sz9K77 -2-0-0 6-7-11 12-5-9 18-3-8 , 19-7-6 2-0-0 { 6-7-11 5-9-15 5-9-15 1-3-14 3x4= Scale=1:43.1 4x4= 6x6 11 5 6 4.00171-2— �e 3x4 15 4 /raNN 5x5 LC) 3 10 i1 14 0 0 ‘r, 2 I■ /✓/ 9 8 7 3x4= 4x7 I I 3x4= 5x5= 9-6-10 18-3-8 19-7-6 9-6-10 I 8-8-14 11-3-14 Plate Offsets(X,Y)-- 12:0-1-6,Edgei,(3:0-2-8,0-3-0),[7:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.14 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.30 8-9 >783 180 BCLL 0.0 * Rep Stress lncr YES WB 0.79 I Horz(CT) -0.02 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-13 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2=836/0-7-10,14=693/0-3-8 Max Horz 2=286(LC 12) Max Uplift 2=-451(LC 12),14=-377(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1541/635,3-4.1231/474,7-10=-389/421,6-10=-389/421 BOT CHORD 2-9=-929/1432,8-9=-572/793 WEBS 3-9=-390/310,4-9=-192/617,4-8=-846/556,5-8=0/277,6-14=-696/472 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 18-3-8,Exterior(2)18-3-8 to 19-2-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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. 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. 6)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 451 lb uplift at joint 2 and 377 lb uplift at joint 14. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 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 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 tracing MiTek' is always required for stability and to prevent collapse with possible personal kilury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII CualeyCIBVIIa,DS8-89 and RCS/Building Component 6904 Parke East Blvd. Safety 6ltonnaryb/ovdlabie from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job ;Truss Truss Type I Qty Ply I Frank Gamel-Boehme Residence-AC 1 • • T14220464 J180098-1 B08 Monopitch 20 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:08:55 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-N I n9y7mwzOnr9heNp0A6z3baMfXol GDtk2jeauz9K76 -2-0-0 6-11-13 13-1-13 19-7-6 ' 2-0-0 6-11-13 6-2-1 6-5-9 3x4= Scale=1:45.7 3x4= 4x7= 5 4.00 1 12 3x4 4 r ❑ 5x5loy '? o_ 3 ,C.12; _ lelis EIJI 91 N '"s-.4 2 n1 / O I.,.._e � 7 6 3x4= 3x4= 3x8— 10-0-13 19-7-6 10-0-13 9-6-9 Plate Offsets(X,Y)-- 12:0-1-2,Edge),[3:0-2-8,0-3-01 i LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.14 7-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.32 7-11 >734 180 BCLL 0.0 * Rep Stress Incr YES I WB 0.81 Horz(CT) -0.05 12 n/a n/a BCDL 10.0 Code FBC2017/fP12014 1 Matrix-MSH Weight:103 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-7 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2=836/0-7-10,12=693/0-3-8 Max Horz 2=300(LC 12) Max Uplift 2=-446(LC 12),12=-381(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1505/584,3-4=-1166/408,6-8=-275/567,5-8=-275/567 BOT CHORD 2-7=-865/1398,6-7=-480/720 WEBS 3-7=-429/348,4-7=-184/642,4-6=-830/499,5-12=-695/391 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 19-2-2 zone;cantilever left and right exposed;end vertical 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 between the bottom chord and any other members. 4)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 446 lb uplift at joint 2 and 381 lb uplift at joint 12. Walter P.Finn PE No.22839 MiTek LISA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10103/2015 BEFORE USE. Design valid for use orrly with MiTek©connectors.this design is based only upon parameters shown,and is for an individual building component,riot 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 buckling 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,seeANSI/IPll Qualify Cdter ,DSB-89 and SCSI Budding Component 6904 Parke East Blvd. Safety ksfoanaI navallable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC • T14220465 J180098-1 809 Monopitch 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:08:56 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-rULY9TnZkJwinrDZMkhLV H8nk3n51 nDOyiTC6Kz9K75 -2-0-0 6-3-13 11-9-13 17-7-6 2-0-0 6-3-13 5-6-1 5-9-9 3x4= Scale=1:38.4 4x7= 5 4.00 12 3x4 4 /1sN 5x5 <y N 3 12 h 2 �WM ' r d1 7 6 3x4= = 3x4= 3x6 9-0-13 17-7-6 9-0-13 8-6-9 Plate Offsets(X,Y)-- [2:0-1-2,Edge],[3:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.12 7-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.26 7-11 >808 180 BCLL 0.0 - Rep Stress Incr YES WB 0.57 Horz(CT) -0.04 12 n/a n/a BCDL 10.0 Code FBC2017/1P12014 Matrix-MSH Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2=763/0-7-10,12=618/0-3-8 Max Horz 2=268(LC 9) Max Uplift 2=-417(LC 12),12=-338(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1336/513,3-4=-1034/360,6-8=-246/508,5-8=-246/508 BOT CHORD 2-7.772/1242,6-7=-4321640 WEBS 3-7=-385/310,4-7=-163/571,4-6=-736/444,5-12=-621/350 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 17-2-2 zone;cantilever left and right exposed;end vertical 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.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)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 417 lb uplift at joint 2 and 338 lb uplift at joint 12. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 a WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design k 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 buckling 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,seeANSI//IM1 CaalyC,Mda,DS8-89 and ICS!lading Compound 6904 Parke East Btvd. Salary Pdmma/b/gvaliable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC • • T14220466 J180098-1 CO1 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:08:58 2018 Page 1 I D:pA6yA48jWY?4ONCpxdi8X5zJx2j-otTla8ppGxAQ09MyU8jpbiD?UsVzVd7JQ0yIADz9K73 -2-0-0 7-9-6 14-6-11 21-4-0 29-1-12 32-6-12 2-0-0 1 7-9-6 1 6-9-5 6-9-5 i 7-9-12 3-5-0 Scale=1:58.5 5x5= 5 as 10x10 114.00112 37 N 3x6 3x56 4 �7 5x5 J ��amme �8 3 � 10 a m 13x8 r_ _— — "aims 5x8= 11 36 000111111111111 :01111111111111111.1111..."-- 3x6 II N ^► 5x10 MT2OHS= d 1� we 12 2.00112 6x8 i 5x5 01414 7-9-6 i 14-6-11 21-4-0 i 29-1-12 0-4-4 7-5-2 6-9-5 6-9-5 7-9-12 Plate Offsets(X,Y)-- [2:2-1-15,0-0-61,[2:1-5-9,0-2-11,[2:0-8-1,00-61,[3:0-2-4,0-3-01,[7:0-5-12,0-3-81,111:0-5-0,0-3-01,[26:0-1-8,0-0-121 I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.62 11-12 >565 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.94 11-12 >368 180 MT2OHS 187/143 BCLL 0.0 - Rep Stress Incr YES WB 0.80 Horz(CT) 0.28 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:165 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-8,2-3:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. BOT CHORD 2x4 SP 2250F 1.9E WEBS T-Brace: 2x4 SP No.2-3-11,4-10 WEBS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.2 (0.131-x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 9=1255/0-3-8,2=1196/0-3-8 Max Horz 2=235(LC 11) Max Uplift 9=-760(LC 12),2=-665(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 5-7=-1847/946,7-9=-1195/982,2-3=5243/2608,3-4=-3594/1806,4-5=-1854/966 BOT CHORD 2-12=-2638/5050,11-12=-2636/5032,10-11=-1747/3393 WEBS 3-12=0/283,3-11=-1590/870,4-11=-114/507,4-10=-1674/978,5-10=-302/780, 7-10=-776/1588 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-11-7,Interior(1)0-11-7 to 21-4-0,Exterior(2)21-4-0 to 24-4-0,Interior(1)24-4-0 to 32-7-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)-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. 9)Bearing at joint(s)9,2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 760 lb uplift at joint 9 and 665 lb uplift at joint 2. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Walter P.Finn PE No.22839 MiTek LISA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 4 f ter. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. mit 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 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 M iTe k• 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.seeANSWPII Qua/yCfhfh,DSa-89 and 8Cl1 Bolding Campon nt 6904 Parke East Blvd. Safety br/omfaflonnvd cable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job ;Truss Truss Type Qty Ply Frank Gamed-Boehme Residence-AC • T14220467 J180098-1 1CO2 Scissor '6 1 i i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:00 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-kFb2?gg3oYQ8GSW LbZmHg7JM8gD W zXTctKRPF5z9K71 -2-0-0 7-9-6 14-6-11 21-4-0 29-1-12 32-6-12 2-0-0 1 7-9-6 6-9-5 6-9-5 7-9-12 3-5-0 1 Scale=1:57.5 5x5= 4.00112 5 i I17 bill1111111116-18 3x4 5x5 4 6 5x5 '� r.. 3 0 5x8- I- 6 10 1N 6x6_ 3x6 vo 2 11c74IN 1 2.00112 1 o - 1.5x4 II 3x8 01414 7-9-6 14-6-11 21-4-0 1 29-1-12 0-4-4 7-5-2 6-9-5 6-9-5 7-9-12 Plate Offsets(X,Y)-- 13:0-2-8,0-3-01,16:0-2-0,0-1-81,00:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.45 10-11 >779 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.68 10-11 >513 180 BCLL 0.0 • Rep Stress Incr YES WB 0.81 Horz(CT) 0.21 8 r1/a n/a BCDL 10.0 Code FBC2017/TPI2014 1 Matrix-MSH Weight:143 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 3-5:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-9 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 8=1262/0-3-8,2=1190/0-3-8 Max Horz 2=241(LC 11) Max Uplift 8=-761(LC 12),2=-663(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4184/2057,3-4=-3218/1618,4-5=-1718/906,5-6=-1730/886,6-8=-1188/973 BOT CHORD 2-11=-2072/3953,10-11=-2084/3965,9-10=-1548/3039 WEBS 3-10=-906/523,4-10=-89/456,4-9=-1471/863,5-9=-259/711,6-9=-778/1558 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 1-0-1,Interior(1)1-0-1 to 21-4-0,Exterior(2)21-4-0 to 24-4-0,Interior(1)24-4-0 to 32-7-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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. 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. 5)Bearing at joint(s)8,2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 761 lb uplift at joint 8 and 663 lb uplift at joint 2. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Wafter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6834 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE Ma-7473 rev.uvomo15 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 uppilcabaity of design parameters and properly Incorporate this design into the overall b&Alding 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 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.seeAAISVDU/Godly Cr Leda,D511119 and iCSI lidding Component 6904 Parke East Blvd. Safety In oenalomvdtabte from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC ` ` T14220468 J180098-1 CO3 SCISSORS 29 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:01 2018 Page 1 I D:pA6yA48j W Y?40NCpxdi8X5zJx2j-CR8RCArhZsY?tc5X9HHW CKrcF4Zdixzl6_AznYz9K70 -2-0-07-9-6 14-6-11 21-4-0 29-3-10 2-0-0 i 7-9-6 6-9-5 6-9-5 I 7-11-10 Scale=1:53.7 5x5= 4.00 12 5 011 16 17 % 18 3x4 6x6 4 6 5x5% �e PCZ mmlimo. 14 I. - 3 0. M' 5x8711.1111111111411111111111111111111.141111111.111111101111 9 3x6 11 0 6x6= (SI ,n 2 10 2.00 12 a I- i1cla 1.5x4 I 3x8 0]414 7-9-6 14-6-11 21-4-0 I 29-3-10 0-4-4 7-5-2 6-9-5 6-9-5 7-11-10 Plate Offsets(X,Y)-- [3:0-2-8,0-3-01,[9:0-3-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.46 9-10 >764 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.67 9-10 >524 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(CT) 0.21 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. W EBS 1 Row at midpt 4-8 REACTIONS. (lb/size) 7=1060/0-3-8,2=1208/0-3-8 Max Horz 2=248(LC 11) Max Uplift 7=-518(LC 12),2=-669(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4266/2227,3-4=-3309/1811,4-5.1834/1075,5-6=-1840/1077,6-7=-994/675 BOT CHORD 2-10=-2346/4031,9-10=-2359/4043,8-9=-1846/3139 WEBS 3-9=-888/500,4-9=-89/454,4-8=-1470/837,5-8=-314/738,6-8=-911/1603 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 1-0-1,Interior(1)1-0-1 to 21-4-0,Exterior(2)21-4-0 to 24-4-0,Interior(1)24-4-0 to 29-1-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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. 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. 5)Bearing at joint(s)7,2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 518 lb uplift at joint 7 and 669 lb uplift at joint 2. Walter P.Finn PE No.22839 MiTek LISA,Inc.FL Cert 6634 6804 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mil- Design valid for use only with MITeleb 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 buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stabiitty 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,seeANSLnPII Quay C,Hda,DS1149 and!CS/Bu/dhy Component 6904 Parke East Blvd. Safety Momrattonavallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexa dries VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC • T14220469 J180098-1 C04 SCISSORS 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:02 2018 Page 1 I D:pA6yA48jW Y?4ONCpxdi8X5zJx2j-geipQW sJ K9grVmgjj_ollYOgfTpORTivLewW K_z9K7? -2-0-0I 7-9-6 14-6-11 21-4-0 26-2-1 31-3-10 2-0-0 7-9-6 6-9-5 6-9-5 4-10-1 5-1-9 Scale=1:56.9 4x4 = 4.00 1 5 17 18 3x6 3x4 6 4 •-... 19 1.5x4 II 7 5x5-- 11. ... 41\N atn r: 3 • cin m 11:,,I, _ l 9 N 5x8= L• 10 No 1 0 N 2 11 5x10 MT2OHS= 6x6= o i1 2.00 12 0 1.5x4 II 3x8 01414 7-9-6 14-6-11 I 21-4-0 i 31-3-10 I 0-4-4 7-5-2 6-9-5 6-9-5 9-11-10 Plate Offsets(X,Y)-- [3:0-2-8,0-3-01,(10:0-5-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.55 10-11 >676 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.82 10-11 >458 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress!nor YES WB 0.70 Horz(CT) 0.30 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:149 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3:2x4 SP 2250E 1.9E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP 2250F 1.9E`Except` WEBS 1 Row at midpt 4-9,6-8 8-9:2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 8=1135/0-3-8,2=1281/0-3-8 Max Horz 2=236(LC 11) Max Uplift 8=-552(LC 12),2=-706(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4658/2437,3-4=-3751/2052,4-5=-2269/1296,5-6=-2248/1321 BOT CHORD 2-11=-2503/4407,10-11=-2517/4419,9-10=-2034/3555,8-9=-999/1622 WEBS 3-10=-870/470,4-10=-85/437,4-9=-1451/862,5-9=-547/1100,6-9=-192/619, 6-8=-1894/1178 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=31ft;eave=oft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-9 to 1-0-1,Interior(1)1-0-1 to 21-4-0,Exterior(2)21-4-0 to 24-5-9,Interior(1)24-5-9 to 31-1-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 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. 6)Bearing at joint(s)8,2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 552 lb uplift at joint 8 and 706 lb uplift at joint 2. Waiter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 id... A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITekG connectors.this design Is based only upon parameters shown,and is for an krdlvidual 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek' 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.seeANSI/►PI►QuaIIy Olinda,DSB-89 and BCS/adding Companion) 6904 Parke East Blvd. Sofa ty WonnaBolgvdlabte from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC T14220470 J180098-1 001 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 513:09:04 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi 8X5zJx2j-cOgZgCtarnwZk4q6qPqDqzTOmHeovN FBoy Pd Nsz9K6z 7-0-0 11-9-1 16-6-2 19-4-10 7-0-0 I 4-9-1 4-9-1 2-10-8 Scale=1:33.0 Special NAILED 5x5= 4x4= NAILED NAILED 3x5= NAILED NAILED 4.00I2 2 11 12 3 13 14 15 4 16 NAILED ll� �� IIIEl �� C I 1 4x4 5 t.V w)% N 14 V r aD N1 -- O O O' a nn nn nn nn nn 4 6 17 18 19 20 7 21 6 4x7= 6x6_ NAILED NAILED NAILED NAILED 4x10— 3x8 I Special NAILED NAILED 7-0-0 16-6-2 19-4-10 7-0-0 9-6-2 I 2-10-8 Plate Offsets(X,Y)-- (1:0-2-14,0-0-2),(8:0-3-0,0-3-12) I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.16 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.27 7-8 >840 180 BCLL 0.0 * Rep Stress Incr NO WB 0.70 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:101 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=1296/0-9-4,6=1692/Mechanical Max Horz 1=101(LC 7) Max Uplift 1=-614(LC 8),6.839(LC 5) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2.3509/1590,2-3=-3322/1556,3-4=-1814/807,4-5=-1911/826,5-6=-1532/704 BOT CHORD 1-8=-1502/3282,7-8=-1648/3143 WEBS 2-8=-123/706,3-8=0/400,3-7=-1503/945,4-7=-66/399,5-7=-830/1941 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 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 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 614 lb uplift at joint 1 and 839 lb uplift at joint 6. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)197 lb down and 278 lb up at 7-0-0 on top chord,and 346 lb down and 142 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,4-5=-54,1-6=-20 Walter P.Finn PE No.22839 Concentrated Loads(Ib) MiTek USA,Inc.FL Cert 6634 Vert:2=-150(B)6=-160(B)8=-346(B)5=-37(B)11=-105(B)12=-105(B)14=-105(B)15=-105(B)17=-62(B)18=-62(B) 6904 Parke East Blvd.Tampa FL 33610 19=-62(B)20=-62(B)21=-205(B) Date: June 5,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/0.32015 BEFORE USE. mit Design valid for use only with MIteke 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse wllh possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PII Qualify arida.DS8-89 and ICSI guiding Component 6904 Parke East Blvd. SandyhN*nnafalovdtable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC ' • T14220471 J180098-1 D02 Hip 1 1 Job Reference(optional) 1 Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:06 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi 8X5zJx2j-Z PyJ Fuvq NOAH_N_UygshvOZTp5E9N OzU FGukSIz9K6x 4-10-14 9-0-0 14-6-2 19-4-10 4-10-14 I 4-1-2 I 5-6-2 4-10-8 Scale=1:32.5 4x4= 4x7= 3 13 14 15 4 4.00 TIT .um. 16 1.5x4 4x4 2 175 d12 sr. , w c » m r m ,DIpoi '1 W ►l► 8 7 6 4x4= 3x8= 4x4= 3x6 II 9-0-0 14-6-2 19-4-10 9-0-0 5-6-2 4-10-8 Plate Offsets(X,Y)-- [1:0-2-10,Edgel,[4:0-5-4,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.14 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.30 8-11 >759 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:91 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-3 oc bracing. REACTIONS. (lb/size) 1=712/0-9-4,6=712/Mechanical Max Horz 1=117(LC 11) Max Uplift 1=345(LC 12),6=-346(LC 12) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1678/1130,2-3=-1272/832,3-4=-1175/834,4-5=-966/644,5-6=-661/494 BOT CHORD 1-8=-1151/1583,7-8=-586/871 WEBS 2-8=-440/393,4-8=-224/406,5-7=-548/854 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 13-2-15,Interior(1)13-2-15 to 14-6-2,Exterior(2)14-6-2 to 18-9-1,Interior(1)18-9-1 to 19-2-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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 psi bottom chord live load nonconcurrent with any other live loads. 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 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 345 lb uplift at joint 1 and 346 lb uplift at joint 6. Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE let 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 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 Mile k Is always required for stability and to prevent collapse with possble personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAflpl/IP/I Qualify Cm.da,DSB-89 and SCSI Mang Compon.nt 6904 Parke East Blvd. Safety Infonnattonavallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC T14220472 J180098-1 D03 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:07 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdiBX5zJx2j-1 bW iTDwS8il8bXYhW XOwSb5dgUcR6pweUvdH_Bz9K6w 6-7-15 11-0-0 12-6-2 19-4-10 6-7-15 I 4-4-1 I 1-6-2 I 6-10-8 Scale:3/8"=1' 5x5= 5x5= 3 4 4.001-1I 1.5x4 II 13 14 2 w a 5x5 rn r 5 12 -w .01 Y Z 8 7 6 3x4= 3x4= 4x10= 3x6 II 6-7-15 12-6-2 19-4-10 6-7-15 I 5-10-3 I 6-10-8 I LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. In (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.12 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.18 8-11 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.38 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:93 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. REACTIONS. (lb/size) 1=712/0-9-4,6=712/Mechanical Max Horz 1=129(LC 11) Max Uplift 1=-345(LC 12),6=-346(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1598/955,2-3=-1617/1074,3-4=-895/647,4-5=-1001/625,5-6=-644/479 BOT CHORD 1-8=-969/1487,7-8=585/912 WEBS 2-8=-342/339,3-8=-505/755,5-7=-453/787 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 16-9-1,Interior(1)16-9-1 to 19-2-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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. 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 345 lb uplift at joint 1 and 346 lb uplift at joint 6. Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE WI-7473 rev.10103/2015 BEFORE USE. tit 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 applicablity of design parameters and properly incorporate this design into the overall building design. Bracing indicated 8 to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing Mile k• Is always required for stability and to prevent collapse with possbte personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANWIPII Cua19y Criteria,DSS-89 and CCSI guiding Component 6904 Parke East Blvd. Safety Wormattonavallabbe from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Garnet-Boehme Residence-AC • T14220473 J180098-1 D04 Common 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:08 2018 Page 1 I D:pA6yA48jW Y?40NCpxdi8X5zJx2j-Vo44gZx4v?Q?Dh7t3Fv9?oelsuxlrFgnjZNgW ez9K6v 6-3-6 11-9-1 19-4-10 I 6-3-6 5-5-10 7-7-9 Scale=1:31.6 5x5= 3 4.00 Fli13 12 3x4 14 2 ..oiiiiiillIllIll "liIllIllIlIllIllIllIll1111111111moim444iom rr 6x6 4 a 11 f- IL m 1 e rr� P' o 41ille, 7 6 5 3x4= 1.5x4 II 4x10= 3x5 I 6-3-6 11-9-1I 19-4-10 6-3-6 5-5-10 7-7-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.10 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.21 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:89 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing. REACTIONS. (lb/size) 1=712/0-9-4,5=712/Mechanical Max Horz 1=134(LC 11) Max Uplift 1=-345(LC 12),5=-346(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1629/912,2-3=-990/600,3-4=-993/578,4-5=-637/458 BOT CHORD 1-7_-902/1519,6-7=-902/1519 WEBS 2-6=-706/428,3-6=-47/357,4-6=-380/739 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-9-1,Exterior(2)11-9-1 to 14-9-1,Interior(1)14-9-1 to 19-2-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS 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. 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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 345 lb uplift at joint 1 and 346 lb uplift at joint 5. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlI-7473 rev.169311075 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 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 stability and to prevent collapse with possble personal Injury and property damage. Tor general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSNIPII QualyCtialy,D.511-89 and BCS/Buldlnp Component 6904 Parke East Blvd. Safety lnflmalbtpvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply Frank Gamel-Boehme Residence-AC TI4220474 J180098-1 I D05 Roof Special 1 1 Job Reference(optional) I Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:09 2018 Page 1 I D:pA6yA48j W Y?4O N Cpxdi8X5zJx2j-z_dSuvxigJYsrri 3dyQOX0B?DI HEagO W y D6O24z9K6u 5-6-911-1-2 15-1-2 19-4-10 1 5-6-9 5-6-9 i 4-0-0 i 4-3-8 Scale=1:33.3 3x4= 1.5x4 11 4x7= 1 10 2 11 3 4.00 12 MA w imr 5x5 4 5 12 1.5x4 II '/' 1011.A11.°111111111111? a r n Y e 7 6 9 _ 555= 3x6 11 3x8 3x4 5-6-9 11-1-2 19-4-10 1 5-6-9 5-6-9 I 8-3-8 i Plate Offsets(X,Y)-- 13:0-5-4,0-2-01 r I LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (roc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.13 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.26 6-7 >875 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 6 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:111 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 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-6 oc bracing. REACTIONS. (lb/size) 9=706/0-9-4,6=706/Mechanical Max Horz 9=-248(LC 8) Max Uplift 9_466(LC 8),6=-339(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-654/475,1-2=-704/499,2-3=-704/499,3-4=-907/533 BOT CHORD 8-9=-206/274,7-8=-421/830,6-7=-498/800 WEBS 1-8=-572/870,2-8=-340/370,4-6=-884/551 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-2-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 466 lb uplift at joint 9 and 339 lb uplift at joint 6. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 / A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MMTEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with MiTek®connectors.This designs based only upon parameters shown,and Is lot 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 buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k is always required for stability and to prevent collapse with possible personal r>luxy and property damage. For general guidance regarding the fabrication-storage,delivery,erectIo n and bracing of trusses and truss systems,seeAN$f/B II Ovally Cittatla,DSI-459 and SCSI Buldhp Component 6904 Parke East Blvd Safety Monnalbnavallable from Truss Plate Instllule.218 N.Lee Street.Sulfe 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type . Oty Ply i Frank Gamel-Boehme Residence-AC T14220475 J180098-1 D06 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:11 2018 Page 1 I D:pA6yA48j W Y?4ONC pxdi8X5zJx2j-vNICI bZZC Woa49sSINSscRGMs6w42ZKDPXbV7zz9K6s 4-8-4 9-1-0 14-1-0 1 19-4-8 ' 4-8-4 4-4-12 5-0-0 5-3-8 Scale=1:32.8 2x4 I I 3x4= 4x4= 1 10 2 11 3 A w :r 4.00112 ei 3x4 4 v 12 0 3x5 ,l, 5 n ce �� 8 7 6 9 6x6= 2x5 I I 3x8= 4x4= 9-1-0 1 14-1-0 19-4-8 1 9-1-0 5-0-0 5-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.17 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.35 8-9 >663 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH I Weight:113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-1 oc bracing. REACTIONS. (lb/size) 9=706/0-7-10,6=706/Mechanical Max Horz 9=-289(LC 8) Max Uplift 9=-446(LC 8),6=-337(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-724/490,3-4=-811/486,4-5=-973/537,5-6=-651/426 BOT CHORD 8-9=-279/514,7-8=-497/886 WEBS 2-9=-714/514,2-8=-149/345,5-7=-444/855 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 446 lb uplift at joint 9 and 337 lb uplift at joint 6. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parte East Blvd.Tampa FL 33610 Date: June 5,2018 I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AW-7473 rev.10/03/2015 BEFORE USE. NE' Design valid for use only with Miele.)connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the braiding designer must verify the applicability 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 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,seeANSLIPI?Quail)Cdhda,058-89 and BCSI Building Component 6904 Parke East Blvd. Safely hfotmallonavdtable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Games-Boehme Residence-AC • • T14220476 J180098-1 D07 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:12 2018 Page 1 I D:pA6yA48j W Y?4ONC pxdi8X5zJx2j-NZJ bW x_bzExRi I Re15z59epTmV Kgn?XNeBL2f Pz9K6r 7-1-0 13-1-0 19-4-8 7-1-0 6-0-0 6-3-8 5x5= Scale=1:34.0 1 9 10 2 '-3x8 4.00112 3x4 3 11 o ' N 3x6 4 7 6 8 3x611 3x8= 4x4= 2x5 I 7-1-0 13-1-0 19-4-8 7-1-0 I 6-0-0 6-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.13 7-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.62 Horz(CT) 0.01 5 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight 112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-12 oc bracing. REACTIONS. (lb/size) 8=706/0-7-10,5=706/Mechanical Max Horz 8=-330(LC 8) Max Uplift 8=-421(LC 8),5=-335(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-644/474,1-2=-592/447,2-3=-683/435,3-4=-1006/542,4-5=-647/425 BOT CHORD 7-8=-259/356,6-7=-491/910 WEBS 1-7=-470/732,3-7=-362/277,4-6=-416/848 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 421 lb uplift at joint 8 and 335 lb uplift at joint 5. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 01111111111 A WARNING-Virify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE 511.7473 rev.10103T201S BEFORE USE to Design valid for use only with Milekc connectors.this design is based only upon parameters shown,and Is for an individual budding 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 budding 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 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,seeA(431/IPII Ovally Weft DS8d9 and ACSI DuIdlrrp Compon nt 6904 Parke East Blvd. Safely hrletmafonavdiabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC T14220477 J180098-1 008 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:13 2018 Page 1 I D:pA6yA48jWY?4ONCpxdi8X5zJx2j-sltzjHDkY3IKSOgsoUKisLd7vfgW Si W sr4bBrz9K6q 5-1-0 12-1-0 19-4-8 5-1-0 7-0-0 7-3-8 Scale=1:36.9 1 9 2 3,c6= 4.00112 3x4 3 r 0 10 5x5 4 in aD 7 6 5 8 3x6 II 3x8= 4x4= 2x5 II 5-1-0 12-1-0 I 19-4-8 5-1-0 7-0-0 7-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.06 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.13 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.62 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrx-MSH Weight:116 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing. REACTIONS. (lb/size) 8=706/0-7-10,5=706/Mechanical Max Horz 8=-370(LC 8) Max Uplift 8=-392(LC 8),5=-333(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-669/472,1-2=-472/384,2-3=-529/364,3-4=-1022/543,4-5=-640/425 BOT CHORD 7-8=-299/410,6-7=-484/919 WEBS 1-7=-450/695,3-7=-546/384,4-6=-391/828 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 392 lb uplift at joint 8 and 333 lb uplift at joint 5. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cell 6834 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-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 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 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,seeANSVIPII GuaIyCsMrb,DSS-89 and BCD Building Component 6904 Parke East Blvd. Safety htlbmra/br►avdiabie from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply Frank Game!-Boehme Residence-AC T14220478 J180098-1 D09 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:14 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-KyRLxd?rVrB8xcb1 Q W OZE3umCJx?Ftzg5Vg9kHz9K6p 3-1-0 5-0-0 9-2-8 15-4-0 19-4-8 3-1-0 1-11-0 i 4-2-8 I 6-1-8 4-0-8 ' 4x4= Scale=1:40.5 1 2 OA= \ 4.00 112 3x4 3 4x7 o 4 070101./ 15 3x4 5 Z.,`" r- 1 4x10 111.n 3x4= BI m o El 9 3x6 � R 4x4= 14 13 12 7 6 3x5 H 3x4= 2x4 H 3x8= 2x5 i 3-1-0i 5-0-0 9-2-8 15-4-0 19-4-8 3-1-0 1-11-0 4-2-8 6-1-8 4-0-8 Plate Offsets(X,Y)-- (10:0-0-8,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Doc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.12 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.21 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(CT) 0.17 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH I Weight:128 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc puffins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 4-7:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 14=706/0-7-10,6=706/Mechanical Max Horz 14=-411(LC 10) Max Uplift 14=-357(LC 8),6=-331(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-695/446,1-2=-367/318,2-3=-396/300,3-4=-1075/598,4-5=-904/499, 5-6=-705/439 BOT CHORD 13-14=-331/458,12-13=-88/256,10-11=-411/794,9-10=-473/972,8-9_737/1301 WEBS 1-13=-437/685,11-13=-567/463,3-11=-811/462,3-9=-48/376,4-9_350/304, 5-7=-454/840 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-0,Interior(1)3-1-0 to 19-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 357 lb uplift at joint 14 and 331 lb uplift at joint 6. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid 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 verity the applicability 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' k always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANW7PII Quad y CtNrb,DSB-89 and BCSI&del y Component 6904 Parke East Blvd. Safety idotmaMpnrvcilable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC T14220479 J180098-1 D10 Roof Special I 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:15 2018 Page 1 I D:pA6yA48j W Y?40NCpxdi8X5zJx2j-o8?j8z0TG9J?ZmAD_DXonHQxgjGu_N 1 pK9ZiGkz9K6o 1-1-0 5-0-0 8-2-8 15-4-0 19-4-8 1-1-01 3-11-0 3-2-8 ' 7-1-8 4-0-8 4x4= Scale=1:47.4 1 2 lc . 4.00 i12 3x4 3 F 0 m 4x7 m N ii 4 15 iii... 3x4 Y 5 t� - 1 - 1 4x10 I 1 r n 3x5= 9 8 1.11, 3x6= e 4x4= 114 13 12 7 6 3x5= 3x4 H 3x8= 2x5 I I 3x6 I I 1-1-0 5-0-0 8-2-8 15-4-0 19-4-8 1-1-0 3-11-0 3-2-8 7-1-8 l 4-0-8 l Plate Offsets(X,Y)-- [10:0-1-8,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.18 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.28 12 >823 180 BCLL 0.0 ' i Rep Stress Incr YES WB 0.57 Horz(CT) 0.12 6 n/a n/a BCDL 10.0 I Code FBC2017ITPI2014 Matrix-MSH Weight:127 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 4-7:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-11 T-Brace: 1x4 SPF Stud-1-14 Fasten(1X) T and I braces to narrow edge of web with 8d (0.113"X2.5')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 14=706/0-7-10,6=706/Mechanical Max Horz 14=-451(LC 8) Max Uplift 14=358(LC 12),6=-328(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-288/228,3-4=-1019/569,4-5=-907/504,5-6=-705/440 BOT CHORD 13-14=-324/478,12-13=-229/356,10-11=-464/859,9-10=-437/913,8-9=-756/1329 WEBS 11-13=-566/510,2-11=-122/253,3-11=-1005/565,3-9=-59/450,4-9=-428/359, 5-7=-462/846 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-1-0,Interior(1)1-1-0 to 19-2-12 zone;cantilever lett and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 358 lb uplift at joint 14 and 328 lb uplift at joint 6. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Wetter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6804 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 1 _ I V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/012015 BEFORE USE. mi Design valid for use only with MiTek®connectors.lhls 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 buckling 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,seeANIWIMI QuaNy CIV rb,DSD-8P and SCSI Suldhg Camp:mn, 6904 Parke East Blvd. Safety h(olmalbnuva fable horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I Oty Ply Frank Gamel-Boehme Residence-AC • • T14220480 J160098-1 D11 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:16 2018 Page 1 ID:pA6yA48jWY?40NCpxdi8X5zJx2j-GKY5M1151 TRsBwIPXw21 JUz6d7cJjrRyZpJFoAz9K6n 1-4-8 i 5-0-0 I 8-4-4 15-4-0 19-4-8 1-4-8 3-7-8 3-4-4 6-11-12 4-0-8 5x10 MT2OHS I I Scale=1:46.7 1 2 4.00 1 12 3x4 3 • T',- • 4x7 co • r # 4 15 3x4 000...5 1 ee t� r io =_: 8 14x10 II 1r, 3x5= 9 _ °D r 3x6— e; o 21 4x4= 14 13 12 7 6 5x10 MT2OHS I 3x4 I I 3x8= 2x5 ' 3x6 1 1-4-8 . 5-0-0 8-4-4I 15-4-0 19-4-8 1-4-8 3-7-8 ' 3-4-4 6-11-12 4-0-8 Plate Offsets(X,Y)-- (10:0-1-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.23 12-13 >996 240 I MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.36 12 >632 180 MT2OHS 187/143 BCLL 0.0 * j Rep Stress Incr YES WB 0.49 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:125 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 4-7:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-11 REACTIONS. (lb/size) 14=706/0-7-10,6=706/Mechanical Max Horz 14=-445(LC 8) Max Uplift 14=-358(LC 12),6=-328(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-269/212,3-4=-1036/577,4-5=-906/503,5-6=-705/440 BOT CHORD 13-14=-310/465,12-13=-223/346,10-11=-468/874,9-10=-446/930,8-9=-750/1318 WEBS 11-13=-535/475,3-11=-1015/568,3-9=-65/453,4-9=-399/342,5-7=460/844 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-4-8,Interior(1)1-4-8 to 19-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 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.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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 358 lb uplift at joint 14 and 328 lb uplift at joint 6. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 r, I min m a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown.and Is for an Individual bukding 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 N to prevent buckling 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.seeAMSVIPII Quaaly Cited°,DSB-89 and DCB Belding Component 6904 Parke East Blvd. Safety Mbmrattotrwallabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss I Truss Type - Qty Ply Frank Garnet-Boehme Residence-AC • T14220481 J180098-1 D12 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:17 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-kW 6UZe 1 knmZjo4Jc5eZGsi W Hw W znSFR6nT2pKcz9K6m 3-4-8 5-0-0 9-4-4 15-4-0 19-4-8 3-4-8 1-7-8 4-4-4 5-11-12 4-0-8 4x4= Scale=1:40.1 1 2 T - �.. 4.00112 3x4 3 3x8 t` 0 4 g. 15 3x4 5 rw y rill-'114x101 3x4= 9 3x6_8 o 4x4= 13 12 7 6 3x5 II 3x4= 2x4 I I 3x6= 2x5 I I 3-4-8 5-0-0 9-4-4 15-4-0 19-4-8 3-4-8 1-7-8 4-4-4 5-11-12 4-0-8 Plate Offsets(X,Y)-- [10:0-0-8,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.11 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.21 8-9 >999 180 BCLL 0.0 . Rep Stress lncr YES WB 0.70 Horz(CT) 0.17 6 rite ilia BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:127 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 4-7:2x4 SP 2250E 1.9E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 14=706/0-7-10,6=706/Mechanical Max Horz 14=-405(LC 8) Max Uplift 14=362(LC 8),6=-331(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-694/451,1-2=-383/328,2-3=415/312,3-4=-1086/604,4-5=903/499, 5-6=-704/439 BOT CHORD 13-14=-326/451,12-13=-72/263,10-11=-408/790,9-10=-480/983,8-9=-733/1296 WEBS 1-13=-434/684,11-13=-550/456,3-11=-793/453,3-9=-50/369,4-9=-335/292, 5-7=-453/838 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-4-8,Interior(1)3-4-8 to 19-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 362 lb uplift at joint 14 and 331 lb uplift at joint 6. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 a WARNING-Verily dedyn parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE M0-7473 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 properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members oily. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal inKay and property damage. For general guidance regarding the fabricated,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IM/CualyClimb.DS11.89 and ICS&Jdb g Component 6904 Parke East Blvd. Safely Inkmla/bmvaeabte from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC • • T14220482 J180098-1 D13 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:18 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-Cjgsm_2MY4haQDuofL4VPv2Vewl I BI HFO7oMt3z9K61 5-0-0 5-4-(3 10-4-4 15-4-0 19-4-8 5-0-0 4..g 4-11-12 4-11-12 4-0-8 1.5x4 I I Scale=1:39.6 3x6= 3x4 1 14 2 3 __ ■ 04 4.00 112 z.;3x4 4 a 3x8 5 r' 15 3x4 Its y " 1 II III • I 3x8= 10 3x6=9i== 4x4= • 13, 12 8 7 3x6 11 3x6= 3x6= 2x5 11 5-0-0 10-4-4 15-4-0 19-4-8 5-0-0 5-4-4 4-11-12 4-0-8 Plate Offsets(X,Y)— (3:0-2-0,0-2-13) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.11 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.20 9-10 >999 180 BCLL 0.0 • Rep Stress!nor YES WB 0.47 Horz(CT) 0.22 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:119 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 5-8:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 5-11-12 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 13=706/0-7-10,7=706/Mechanical Max Horz 13=-364(LC 8) Max Uplift 13=-396(LC 8),7=-333(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-687/466,1-2=-468/389,2-3=-515/407,3-4=560/395,4-5=-1147/641, 5-6=-900/497,6-7=-704/440 BOT CHORD 12-13-294/405,11-12=-4831400,10-11=-523/1047,9-10-716/1266 WEBS 1-12=461/706,4-11=-658/379,4-10=-54/328,6-8=-4481833 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 396 lb uplift at joint 13 and 333 lb uplift at joint 7. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.1MD3J2015 BEFORE USE till Design valid for use only with MiTek®connectors.this design is based only upon 1.x.manieters 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 buckling 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/MI/MI QualyCrhda,DS11-B9 and SCSIIufdIng Component 6904 Parke East Blvd. Safety Intomtallowvaliable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 Qty Ply Frank Game!-Boehme Residence-AC T14220483 J180098-1 D14 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:19 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-gvEE_K3_JOpR2NT_D3bkx7be2Kiyw9nPFnXwPVz9K6k 7-4-8 13-2-12 19-4-8 7-4-8 5-10-4 6-1-12 Scale=1:35.2 3x8= 5x5= 1 9 10 2 4.00112 3x4 3 11 aD 110.°1114.47 3x6 64 nl J •• G 7 6 5 8 2x5 I I 3x6 11 3x8= 4x4= 7-4-8 13-2-12 19-4-8 7-4-8 5-10-4 6-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.07 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.15 7-8 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 0.65 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-14 oc bracing. REACTIONS. (lb/size) 8=706/0-7-10,5=706/Mechanical Max Horz 8=-324(LC 8) Max Uplift 8=-425(LC 8),5=-335(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-641/474,1-2=-615/456,2-3=-705/445,3-4=-1002/541,4-5=-648/425 BOT CHORD 7-8=-253/348,6-7=-491/907 WEBS 1-7=-474/740,3-7=-332/260,4-6=-419/848 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 425 lb uplift at joint 8 and 335 lb uplift at joint 5. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.16'03/2015 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 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 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,seeANSV/PII QuaAlyCfhrla,DS849 and ACS/AuSdhW Comp:mon! 6904 Parke East Blvd. Safetylnfonna//onrvafiable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I Frank Gamel-Boehme Residence-AC T14220484 J180098-1 D15 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:20 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-85ocBg4c4hxl fX2Bmm7zUK8u Ik3mfeCYU RHTxxz9K6j 4-10-0 9-4-8 14-2-12 19-4-8 4-10-0 4-6-8 4-10-4 5-1-12 Scale=1:33.3 1.5x4 II 3x4= 4x4= 1 9 2 10 3 a 4.00112 5x5 4 it 1.5x4 I I 5 7 6 8 5x5= 3x8= 5x5 9-4-8 19-4-8 9-4-8 10-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.16 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.33 6-7 >704 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.57 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MSH Weight:109 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 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=706/0-7-10,6=706/Mechanical Max Horz 8=-283(LC 8) Max Uplift 8=-449(LC 8),6=-337(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-756/491,3-4=-843/487 BOT CHORD 7-8=-293/536,6-7=-514/838 WEBS 2-8=-736/516,2-7=-133/366,4-6=-880/546 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 449 lb uplift at joint 8 and 337 lb uplift at joint 6. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 rr. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED Mfl EK REFERANCE PAGE Mf1-7473 rev.1203/2015 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 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 stability 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,seeANSI/IPfr Qualify CrMfb,059-89 and DCSI Bolding Component 6904 Parke East Blvd. Safety/nfonnatto/pvdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Frank Game!-Boehme Residence-AC • T14220485 J180098-1 D16 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:21 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-dIM_PO5Er?39HhdNKUeCOYgyK8OcO65ii500TNz9K6i 5-8-4 11-4-8 19-4-8 5-8-4 5-8-4 8-0-0 Scale=1:33.1 3x5= 1.5x4 I 4x10= 1 9 2 10 3 4.0012 I • I 8 �� 11 6x6 4 n v ft Memomm Nil 7 6 5 8 3x5 I I 3x6 II 3x8— 4x4— 5-8-4 11-4-8 19-4-8 5-8-4 5-8-4 8-0-0 Plate Offsets(X,Y)-- (3:0-5-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.11 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.23 5-6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.47 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:108 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-9 oc bracing. REACTIONS. (lb/size) 8=706/0-7-10,5=706/Mechanical Max Horz 8=-242(LC 8) Max Uplift 8=-468(LC 8),5=-339(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-653/477,1-2=-729/507,2-3=-729/507,3-4=-974/530,4-5=-629/440 BOT CHORD 7-8=-200/266,6-7=-451/859 WEBS 1-7=-584/883,2-7=-326/367,4-6=-321/703 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 468 lb uplift at joint 8 and 339 lb uplift at joint 5. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 N A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE MTI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MilekG 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 buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stabs tty and to prevent collapse wtth possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSYlMT Ovally CsM11a,DSB-89 and ACS/Beldam Component 6904 Parke East Blvd, Safety Molmatonzwaliable from Truss Plate Ins-Mule.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC T14220486 J180098-1 D17 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:21 2018 Page 1 I D:pA6yA48jW Y?4ONCpxdi8X5zJx2j-dIM_PO5Er?39HhdNKUeCOYg?K8P?O30ii500TNz9K6i I 6-8-4 13-4-8 19-4-8 6-8-4 I 6-8-4 6-0-0 Scale=1:32.8 3x5= 1.5x4 I I 4x7= 4.00112 1 9 2 10 3 T Y r 11 immi 1-4, Wis 6. 5x5 4 18* 081, co 7 6 5 8 3x10= 4x4= 2x5 I I 3x6 II 6-8-4 13-4-8 19-4-8 6-8-4 6-8-4 6-0-0 Plate Offsets(X,Y)-- 13:0-5-4,0-2-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.11 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:103 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-12 oc bracing. REACTIONS. (lb/size) 8=706/0-7-10,5=706/Mechanical Max Horz 8=-202(LC 8) Max Uplift 8=-475(LC 8),5=-352(LC 9) FORCES. (Ib)-Max.Comp./Max Ten.-All fomes 250(Ib)or less except when shown. TOP CHORD 1-8=-646/488,1-2=-981/632,2-3=-981/632,3-4=-992/552,4-5=-650/439 BOT CHORD 6-7=-492/891 WEBS 1-7=-717/1071,2-7=-404/438,4-6=442/829 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 475 lb uplift at joint 8 and 352 lb uplift at joint 5. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 mit 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid Tor 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 applicabllfy 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 bracklg M Frei( is always required fm 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,seeANSI/IPII Quay Carib,OS849 and ACEI Budding Compon.nt 6904 Parke East Blvd. Scilly I nfotmalomvalable from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type . I Qty Ply Frank Game!-Boehme Residence-AC • T14220487 J180098-1 1D18 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:22 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-5UwNcM5scJ BOvrCZuB9RZI D72Xjv7RRDdma0gz9K6h 7-8-4 15-4-8 19-4-8 7-8-4 7-8-4 4-0-0 Scale=1:32.8 3x6= 1.5x4 I 4x10= 4.00112 iP 1 9 10 2 11 3 12 mtm mmim y �' 3x4 4 1 n0 r` b 1 0 0 1 7 6 5 8 3x10= 3x4= 2x5 II 3x6 II 7-8-4 15-4-8 19-4-8 784 784 4-0-0 Plate Offsets(X,Y)-- [3:0-5-8,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.09 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.18 7-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-2 oc bracing. REACTIONS. (lb/size) 8=706/0-7-10,5=706/Mechanical Max Horz 8=-161(LC 8) Max Uplift 8=-471(LC 8),5=-386(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-636/486,1-2=-1324/829,2-3=-1324/829,3-4=-941/538,4-5=-680/438 BOT CHORD 6-7=-511/857 WEBS 1-7=-878/1349,2-7=-469/489,3-7=-388/496,4-6=-525/894 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 19-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 471 lb uplift at joint 8 and 386 lb uplift at joint 5. Welter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 ita A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10103/2015 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 Ixtrameters 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 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,seeANSI/IPII QualtyCried°,058.89 and BCEI Buidhig Component 6904 Parke East Blvd. Safely pr(olmattonavaliabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Frank Garnet-Boehme Residence-AC ' T14220488 J180098-1 D19 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:24 2018 Page 1 I D:pA6yA48jWY?4ONCpxdi8X5zJx2j-1t1711778wRk88My?cBveAITJLKIbRb803Fh4iz9K6f 5-11-13 11-8-3 17-4-8 19-4-8 5-11-13 I 5-8-5 I 5-8-5 I 2-0-0 Scale=1:32.8 NAILED NAILED 4.00112 __NAILED _ 3x4 NAILED NAILED 4x10= NAILED NAILED 3x8= NAILED NAILED 53(5 1 10 11 2 12 13 14 3 15 16 17 18 4 19 _ U UL' . J U U iI'-4 U U 1I 3ic5 n ```' nhj N ..... Y nn nn nn nn nn nn nn nn 9 20 21 22 23 8 24 25 26 27 7 28 6 6x6= NAILED NAILED NAILED NAILED 3x4 = NAILED NAILED NAILED NAILED 8x8— 3x6 II NAILED 8-10-0 17-4-8 19-4-8 8-10-0 I 8-6-8 I 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.15 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.25 8-9 >907 180 BCLL 0.0 * Rep Stress Incr NO WB 0.61 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-13 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-2-9,3-7 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 9=1261/0-7-10,6=1306/Mechanical Max Horz 9=-i16(LC 6) Max Uplift 9=-563(LC 4),6=544(LC 5) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3152/1188,3-4=-1269/499,4-5=-1347/504,5-6=-1371/520 BOT CHORD 8-9=-1199/2700,7-8=-1384/3056 WEBS 2-9=-2715/1276,2-8=0/763,3-8-0/402,3-7=-1893/930,5-7=-592/1552 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 563 lb uplift at joint 9 and 544 lb uplift at joint 6. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25°)toe-nails per NDS guidlines. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-5=-54,6-9=-20 Concentrated Loads(Ib) Walter P.Finn PE No.22839 Vert:2=-80(F)10=-80(F)11=-80(F)13=-80(F)14=-80(F)15=-80(F)17=-80(F)18=-80(F)19=-80(F)20=-49(F)21=-49(F) MiTek USA,Inc.FL Cert 6634 22=-49(F)23=-49(F)24=-49(F)25=-49(F)26=-49(F)27=-49(F)28=-49(F) 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 t, 1 __ Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with Mllck©connectors.this design is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the bilking designer must verify the applicability 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 M iTe k is always required for stability and to prevent collapse with possible personal knksy and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSJIPII QualyCiNda.DSL-89 and ICS/folding Componan/ 6904 Parke East Blvd. Safety itfemma//onavallabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Frank Garnet-Boehme Residence-AC T14220489 J180098-1 1E01 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:25 2018 Page 1 1 D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-V3bV FN8lvEZbmIx8ZJI8BOrm UloaKl 8Hdj_Ed9z9K6e -2-0-0 2-8-0 4-6-0 2-0-0 2-8-0 1-10-0 4x4= Scale=1:12.7 NAILED NAILED 1.5x4 II 3 t0 4 I 4.00112 — J — I � I d 2 — I LI 11 - 1 g NAILED 1.5x4 II NAILED 3x4= 5 1.5x4 I 2-8-0 4-6-0 2-8-0 1-10-0 LOADING (psf) SPACING- 2-0-0 � CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.04 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 6-9 >852 180 BCLL 0.0 ` Rep Stress Inch NO WB 0.01 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=129/0-5-8,2=294/0-7-10 Max Horz 2=74(LC 7) Max Uplift 5=-84(LC 5),2=-252(LC 8) Max Gray 5=180(LC 38),2=294(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 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 fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84 lb uplift at joint 5 and 252 lb uplift at joint 2. 7)"NAILED"indicates 3-10d(0.148"x3')or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=54,5-7=20 Concentrated Loads(Ib) Vert:6=9(F)10=-0(F) Wafter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 � 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use oily 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 buckling 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.seeANSI/IPII Quality Cited°,058-89 and SCSI Su/ding Component 6904 Parke East Blvd. Safety Intommtionovctiable horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC T14220490 J180098-1 GO1 Monopitch Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:40 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-Zy?AOWJ9NrSS3ca1 xzUgIYzCUoO_Lp4V4Y7Xenz9K6P -2-0-0 2-4-4 2-0-0 I 2-4-4 3x4 Scale=1:8.5 4.00 rit 4x7- 4 7 2 6 1 1/i o ......: Job 'Truss Truss Type Qty Ply I Frank Gamel-Boehme Residence-AC ; • T142204911 J180098-1 G02 Monopitch 9 1 I Job Reference(optional) 1 Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:41 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-18ZYbrKn88aJhm9DVg?vgmVT9CHh4GJeJC54BDz9K6O -2-0-06-1-8 II 2-0-0 6-1-8 Scale=1:16.3 3x5 I I 3 4.00 12 8 2 N q" _.....gil_JglgIMIIIIIIIIIIIII:: c. 1 4 1110111 . 2x5= 1.5x4 I 6-1-8 6-1-8 Plate Offsets(X,Y)-- (2:0-0-2,0-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.07 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.11 4-7 >644 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 rVa n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-MP Weight:25 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 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=202/Mechanical,2=351/0-7-10 Max Horz 2=141(LC 11) Max Uplift 4=-85(LC 12),2=268(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 5-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 lb uplift at joint 4 and 268 lb uplift at joint 2. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6834 6804 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 / A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10/03/2016 BEFORE USE. imm Design valid(or use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual bulding 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 buckling 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 possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSIIIPII Qua1<yCameo.DS8d9 and SCSI Duldlrp Component 6904 Parke East Blvd. Safety InfolmaSolrvdlabte from Truss Plate institute.218 N.Lee Sleet,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job j Truss I Truss Type I Qty Ply Frank Gamel-Boehme Residence-AC r • i T142204921 J180098-1 !H01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 S May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:43 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-zXhJOXM 1 gmrl w3Jbd51 NvBbi V?y8YAxxm W LBF6z9K6M i -1-10-8 3-6-0 7-10-0 11-4-0 13-2-8 1-10-8 3-6-0 4-4-0 3-6-0 1-10-8 Scale=1:24.9 NAILED 4x7- NAILED NAILED NAILED 4x4= 4.00 12 3 17 18 4 I 11 iu o 2 $ 131 ri= 11 1 - _ 6 Ii 0 8 19 20 7 2 2x4 NAILED NAILED 4x4= 3x6Special Special 0-10-4I 3-6-0 i 7-10-0 10-5-12 i 11-4-0 0-10-4 2-7-12 4-4-0 2-7-12 0-10-4 Plate Offsets(X,Y)-- [3:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.04 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) 0.05 7-8 >999 180 I BCLL 0.0 • Rep Stress Ina NO WB 0.06 Horz(CT) -0.01 5 n/a n/a i BCDL 10.0 Code FBC2017/TPI2014 j Matrix-MSH I Weight:58 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 8-2-9 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=459/0-3-8,5=459/0-3-8 Max Horz 2=-38(LC 29) Max Uplift 2=-585(LC 8),5=585(LC 8) Max Gray 2=655(LC 36),5=655(LC 37) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-498/1328,3-4=-473/1283,4-5=-492/1308 BOT CHORD 2-8=-1254/475,7-8=-1301/501,5-7=-1235/481 WEBS 3-8=-374/320,4-7=-354/306 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 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. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 585 lb uplift at joint 2 and 585 lb uplift at joint 5. 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34, 35,36,37,38,39 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 9) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)271 lb down and 344 lb up at 3-6-0,and 271 lb down and 344 lb up at 7-10-0 on bottom chord. The desigrVselection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Walter P.Finn PE No.22839 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek LISA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-3=-54,3-4=-54,4-6=-54,2-5=-20 Date: June 5,2018 Continued on Daae 2 mga WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE MI1-7473 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 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 Wek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI IPIt Quail),Cd fb,DSB-89 and BCSI Wldhg Component 6904 Parke East Blvd. Saftyhfotmattonwoiiable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I Frank Gamel-Boehme Residence-AC -I • T14220492 J180098-1 H01 Hip Girder I 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:43 2018 Page 2 I D:pA6yA48j W Y?40NCpxdi8X5zJx2j-zXhJOXM 1 gmr1 w3Jbd51 NvBbiV?y8YAxxm W LBF6z9K6M LOAD CASE(S) Standard Concentrated Loads(lb) Vert:1=-131 6=-131 8=102(B)7=102(B)17=62(B)18=62(B)19=31(B)20=31(B) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-44,3-4=-44,4-6=-44,2-5=-20 Concentrated Loads(Ib) Vert:1=-113 6=-113 8=102(B)7=102(B)17=62(B)18=62(B)19=31(B)20=31(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-14,3-4=-14,4-6=-14,2-5=-40 Concentrated Loads(Ib) Vert:1=-60 3=-2(B)4=-2(B)6=-60 8=102(B)7=102(B)17=62(B)18=62(B)19=31(B)20=31(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=61,2-3=35,3-4=57,4-5=27,5-6=18,2-5=-6 Horz:1-2=-69,2-3=-44,4-5=35,5-6=26 Concentrated Loads(Ib) Vert:1=-60 6=-60 8=267(B)7=267(B)17=2(B)18=2(B)19=27(B)20=27(B) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-3=27,3-4=57,4-5=35,5-6=61,2-5=-6 Horz:1-2=-26,2-3=-35,4-5=44,5-6=69 Concentrated Loads(Ib) Vert:1=-60 6=-60 8=267(B)7=267(8)17=2(B)18=2(B)19=27(B)20=27(6) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,2-3=-15,3-4=-15,4-5=3,5-6=12,2-5=-20 Horz:1-2=-8,2-3=1,4-5=17,5-6=26 Concentrated Loads(Ib) Vert:1=-60 3=57(B)4=44(B)6=-60 8=287(B)7=287(6)17=75(B)18=75(B)19=41(B)20=41(B) 7)Dead+0.6 MW FRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=12,2-3=3,3-4=-15,4-5=-15,5-6=-6,2-5=-20 Horz:1-2=-26,2-3=-17,4-5=-1,5-6=8 Concentrated Loads(Ib) Vert:1=-60 3=44(13)4=57(B)6=-60 8=287(B)7=287(B)17=75(B)18=75(B)19=41(B)20=41(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=68,2-3=42,3-4=42,4-5=42,5-6=68,2-5=-6 Horz:1-2=-76,2-3=-50,4-5=50,5-6=76 Concentrated Loads(Ib) Vert:1=-60 6=-60 8=267(B)7=267(B)17=18(B)18=18(B)19=27(B)20=27(B) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=49,2-3=24,3-4=24,4-5=24,5-6=49,2-5=-6 Horz:1-2=-58,2-3=-32,4-5=32,5-6=58 Concentrated Loads(Ib) Vert:1=-60 3=13(B)4=13(B)6=-60 8=267(8)7=267(B)17=36(B)18=36(B)19=27(B)20=27(B) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,2-3=-15,3-4=-15,4-5=-15,5-6=-6,2-5=-20 Horz:1-2=-8,2-3=1,4-5=-1,5-6=8 Concentrated Loads(Ib) Vert:1=-60 3=57(B)4=57(B)6=-60 8=287(B)7=287(B)17=75(B)18=75(B)19=41(B)20=41(B) 11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-6,2-3=-15,3-4=-15,4-5=-15,5-6=-6,2-5=-20 Horz:1-2=-8,2-3=1,4-5=-1,56=8 Concentrated Loads(Ib) Vert:1=-60 3=57(B)4=57(B)6=-60 8=287(B)7=287(B)17=75(B)18=75(B)19=41(B)20=41(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-14,3-4=-14,4-6=-14,2-5=-20 Concentrated Loads(Ib) Vert:1=-60 6=-60 8=102(B)7=102(8)17=62(B)18�2(B)19=31(B)20=31(8) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-38,2-3=-45,3-4=-45,4-5=-31,5-6=-24,2-5=-20 Horz:1-2=-6,2-3=1,4-5=13,5-6=20 Concentrated Loads(Ib) Vert:1=-113 3=42(B)4=33(B)6=-113 8=344(B)7=344(B)17=139(B)18=139(B)19=63(B)20=63(B) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-24,2-3=-31,3-4=-45,4-5=-45,5-6=-38,2-5=-20 Horz:1-2=-20,2-3=-13,4-5=-1,5-6=6 Continued on nage 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE AIR-7473 rev.10031015 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 properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Adcltlonal 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 fabricutlon,storage,delivery,erection and bracing 01 trusses and truss systems,seeAta131RPtl Offaly OHM,DSII-89 and RCD Mang Component 6904 Parke East Blvd. Safety tnfommtlowvailable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC • T14220492 J180098-1 H01 Hip Girder 1.1 1 [Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:43 2018 Page 3 I D:pA6yA48j W Y?40NCpxdi8X5zJx2j-zXhJOXM 1 gmr 1 w3Jbd51 NvBbiV?y8YAxxm W LBF6z9K6M LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-113 3=33(B)4=42(B)6=-113 8=344(B)7=344(B)17=139(B)18=139(B)19=63(B)20=63(B) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-38,2-3=-45,3-4=-45,4-5=-45,5-6=-38,2-5=-20 Horz:1-2_6,2-3=1,4-5=-1,5-6=6 Concentrated Loads(Ib) Vert:1=-113 3=42(B)4=42(B)6=-113 8=344(B)7=344(B)17=139(B)18=139(B)19=63(B)20=63(B) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-38,2-3=-45,3-4=-45,4-5=-45,5-6=-38,2-5=-20 Horz:1-2=-6,2-3=1,4-5_1,5-6=6 Concentrated Loads(Ib) Vert:1=-113 3=42(B)4=42(B)6=-113 8=344(B)7=344(B)17=139(B)18=139(B)19=63(B)20=63(B) 17) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,4-6=-14,2-5=-20 Concentrated Loads(Ib) Vert:1=-131 6=-131 8=102(8)7=102(8)17=62(B)18=62(B)19=31(B)20=31(B) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-14,3-4=-54,4-6=-54,2-5=-20 Concentrated Loads(Ib) Vert:1=-131 6=-131 8=102(B)7=102(B)17=62(B)18=62(B)19=31(B)20=31(B) 19)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-44,3-4=-44,4-6=-14,2-5=-20 Concentrated Loads(Ib) Vert:1=-113 6=-113 8=102(8)7=102(8)17=62(B)18=62(B)19=31(8)20=31(B) 20)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-14,3-4=-44,4-6=-44,2-5=-20 Concentrated Loads(Ib) Vert:1=-113 6=-113 8=102(B)7=102(B)17=62(B)18=62(B)19=31(8)20=31(8) 21)Reversal:Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,46_54,2-5=-20 Concentrated Loads(Ib) Vert:1=-131 6=-131 8=291(B)7=291(B)17=168(8)18=168(B)19=71(B)20=71(B) 22) Reversal:Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-44,3-4=-44,4-6=-44,2-5=-20 Concentrated Loads(ib) Vert:1=-113 6=-113 8=244(B)7=244(B)17=142(8)18=142(B)19=61(B)20=61(B) 23)Reversal:Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-14,3-4=-14,4-6=-14,2-5=-20 Concentrated Loads(Ib) Vert:1=-60 6=-60 8=102(B)7=102(B)17=62(8)18=62(8)19=31(B)20=31(B) 24)Reversal:1st Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,4-6=-14,2-5=-20 Concentrated Loads(Ib) Vert:1=-131 6=-131 8=291(B)7=291(B)17=168(8)18=168(8)19=71(B)20=71(B) 25) Reversal:2nd Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3_14,3-4=-54,4-6=-54,2-5=-20 Concentrated Loads(Ib) Vert:1=-131 6=-131 8=291(8)7=291(8)17=168(8)18=168(B)19=71(8)20=71(8) 26)Reversal:3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-44,3-4=-44,4-6=-14,2-5=-20 Concentrated Loads(ib) Vert:1=-113 6=-113 8=244(B)7=244(B)17=142(B)18=142(B)19=61(B)20=61(8) 27) Reversal:4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-14,3-4=-44,4-6=-44,2-5=-20 Concentrated Loads(Ib) Vert:1=-113 6=-113 8=244(B)7=244(8)17=142(B)18=142(B)19=61(8)20=61(8) 28)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=61,2-3=35,3-4=57,4-5=27,5-6=18,2-5=-6 Horz:1-2=-69,2-3=-44,4-5=35,5-6=26 Concentrated Loads(Ib) Vert:1=-60 3=-26(B)4=-26(B)6=-60 8=-271(B)7=-271(B)17=56(B)18=56(B)19=-11(B)20=-1 1(B) Continued on Daae 4 A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-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 applicability 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 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,seeANSLJTM►Quality Clbda,DSB-89 and BCM Molding Component 6904 Parke East Blvd. Safety Mbtmattowivdiable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply Frank Game!-Boehme Residence-AC T14220492 J180098-1 H01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:43 2018 Page 4 ID:pA6yA48jWY?40NCpxdi8X5zJx2j-zXhJOXM 1 gmrt w3Jbd51 NvBbiV?y8YAxxmW LBF6z9K6M LOAD CASE(S) Standard 29) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-3=27,3-4=57,4-5=35,5-6=61,2-5=-6 Horz:1-2=-26,2-3=-35,4-5=44,5-6=69 Concentrated Loads(Ib) Vert:1=-60 3=-26(B)4=-26(B)6=-60 8=-271(B)7=-271(B)17=56(B)18=56(B)19=-11(B)20=-11(B) 30) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,2-3=-15,3-4=-15,4-5=3,5-6=12,2-5=-20 Horz:1-2=-8,2-3=1,4-5=17,5-6=26 Concentrated Loads(Ib) Vert:1=-60 3=-0(B)4=-0(B)6=-60 8=-251(B)7=-251(B)17=62(B)18=62(B)19=3(B)20=3(B) 31) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=12,2-3=3,3-4=-15,4-5=-15,5-6=-6,2-5=-20 Horz:1-2=-26,2-3=-17,4-5=-1,5-6=8 Concentrated Loads(Ib) Vert:1=-60 3=-0(B)4=-0(B)6=-60 8=-251(B)7=-251(B)17=62(B)18=62(B)19=3(B)20=3(B) 32)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=68,2-3=42,3-4=42,4-5=42,5-6=68,2-5=-6 Horz:1-2=-76,2-3=-50,4-5=50,5-6=76 Concentrated Loads(Ib) Vert:1=-60 3=-26(B)4=-26(B)6=-60 8=-271(B)7=-271(B)17=56(B)18=56(B)19=-11(B)20=-11(B) 33)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=49,2-3=24,3-4=24,4-5=24,5-6=49,2-5=-6 Horz:1-2=-58,2-3=-32,4-5=32,5-6=58 Concentrated Loads(Ib) Vert:1=-60 3=-26(B)4=-26(B)6=-60 8=-271(B)7=-271(B)17=56(B)18=56(8)19=-11(B)20=-11(B) 34)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,2-3=-15,3-4=-15,4-5=-15,5-6=-6,2-5=-20 Horz:1-2=-8,2-3=1,4-5=-1,5-6=8 Concentrated Loads(Ib) Vert:1=-60 3=-0(B)4=-0(B)6=-60 8=-251(B)7=-251(B)17=62(B)18=62(B)19=3(B)20=3(B) 35) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,2-3=15,3-4=-15,4-5=-15,5-6=-6,2-5=-20 Horz:1-2=-8,2-3=1,4-5=-1,5-6=8 Concentrated Loads(Ib) Veil:1=-60 3=-0(B)4=-0(B)6=-60 8=-251(B)7=-251(B)17=62(B)18=62(8)19=3(B)20=3(8) 36) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-38,2-3=-45,3-4=-45,4-5=-31,5-6=-24,2-5=-20 Horz:1-2=-6,2-3=1,4-5=13,5-6=20 Concentrated Loads(Ib) Vert:1=-113 3=-0(B)4=-0(B)6=-113 8=-171(B)7=-171(B)17=62(B)18=62(8)19=10(B)20=10(B) 37)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-24,2-3=-31,3-4=-45,4-5=-45,5-6=-38,2-5=-20 Horz:1-2=-20,2-3=-13,4-5=-1,5-6=6 Concentrated Loads(Ib) Vert:1=-113 3=-0(B)4=-0(B)6=-113 8=-171(B)7=-171(B)17=62(B)18=62(B)19=10(B)20=10(8) 38) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=-38,2-3=-45,3-4=-45,4-5=-45,5-6=-38,2-5=-20 Horz:1-2=-6,2-3=1,4-5=-1,5-6=6 Concentrated Loads(Ib) Vert:1=-113 3=-0(B)4=-0(B)6=-113 8=-171(B)7=-171(B)17=62(8)18=62(B)19=10(B)20=10(B) 39)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=38,2-3=-45,3-4=-45,4-5=-45,5-6=38,2-5=20 Horz:1-2=-6,2-3=1,4-5=-1,5-6=6 Concentrated Loads(Ib) Vert:1=-113 3=-0(B)4=-0(B)6=-113 8=-171(B)7=-171(B)17=62(B)18=62(B)19=10(B)20=10(B) 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MITekC 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing NNW is always required(or stability and to prevent collapse with possible personal injury and properly damage. For general guidance regardng the fabrication,storage,delivery,erection and bract g of trusses and truss systems.seeANSf/TPIl DuallyC1/+da,01I-49 and BCM Building Component 6904 Parke East Blvd. Safetyldp.nnafapvdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job 'Truss Truss Type 4 Qty Ply Frank Gamel-Boehme Residence-AC T14220493 J180098-1 H02 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:44 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-Rj FhEtMfR3zuYDuoApYcSO7_APJdHdf4?A5koYz9K6L 5-10-0 -2-0-0 5G-08-p 9-2-8 2-0-0 5-6-0 d-2-0 3-4-8 0-2-0 Scale=1:21.1 4x4= 4 15 4.0012 3x4 3x4 II 3 5 ri 1(5 14 n o 2 _ 1 2x4= 7 6 1.5x4 I 3x4 II 5-10-0 0-10-4 I 5.6.05r&Q 9-2.8 0-10-4 4-7-12 d-2-b I 3-4-8 0-2-0 Plate Offsets(X,Y)-- 12:0-0-4,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TOLL 20.0 i Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.03 7-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.04 7-12 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.03 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 2=515/0-3-8,6=266/Mechanical Max Horz 2=85(LC 11) Max Uplift 2=-358(LC 12),6=-i06(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-660/277,4-5=-321/288 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 1-0-0,Interior(1)1-0-0 to 5-8-0,Exterior(2)5-8-0 to 9-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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. 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. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 358 lb uplift at joint 2 and 106 lb uplift at joint 6. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-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 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 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.seeAN11/IP11 OvallyCrN1b,DS8d9 and ICS/BUldhy Component 6904 Parke East Blvd. Sandy idofnationavdloble from Truss Plate Institute.218 N.Lee Sheet Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC 7142204941 J180098-1 J01 Jack-Open 16 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:45 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-wvp3RD NI BN519NS_kW 3r?cg5QpcZO4JEDgq I K_z9K6K -2-0-0 7-0-0 2-0-0 7-0-0 Scale=1:17.5 'Al3 4.00 12 it N 8 N n l� N 2 hl 4 3x4= 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (doe) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.14 4-7 >589 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 I BC 0.49 Vert(CT) -0.20 4-7 >413 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP 1 Weight:25 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. REACTIONS. (lb/size) 3=159/Mechanical,2=383/0-7-10,4=82/Mechanical Max Horz 2=168(LC 12) Max Uplift 3=-123(LC 12),2=-266(LC 12) Max Gray 3=159(LC 1),2=383(LC 1),4=122(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 6-11-4 zone;cantilever left and right exposed;end vertical 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 between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 266 lb uplift at joint 2. Welter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 � I a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MI1EK REFERANCE PAGE MA-7473 rev.10/03/201S BEFORE USE. tit Design valid for use only with MILek®connectors.This design Is based only upon parameters shown,and Is for an Individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Info the overall balding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiWek' 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,seeANSWPII OuaNyCrimea.DSld9 and ICS/Building Component 6904 Parke East Blvd. Safety lrtormaIpnavdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Garnet-Boehme Residence-AC T14220495 J180098-1 J02 Corner Jack 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:45 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-wvp3RDNI BN519NS_kW 3r?cg9wpg904JEDggI K_29K6K -2-0-0 5-0-0 2-0-0 5-0-0 Scale=1:13.8 3 4.00 12 N � 01 � n r 2 a 1 4 ,-..411111111 2x5 5-aro 5-0-0 Plate Offsets(X,Y)-- 12:0-0-2,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=106/Mechanical,2=316/0-7-10,4=54/Mechanical Max Horz 2=135(LC 12) Max Uplift 3=-78(LC 12),2=-245(LC 12) Max Gray 3=106(LC 1),2=316(LC 1),4=85(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 lb uplift at joint 3 and 245 lb uplift at joint 2. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33619 Date: June 5,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Aft.7473 rev.10/03/2016 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 applicability 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 stability 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,seeAM11/I1,1I Ovally Clhllq AIS-89 and CC51IuWIp Component 6904 Parke East Blvd. Safety I,(ofmaI mvailable from Truss Plate institute.218 N.Lee Street,Su lte 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC T14220496 J180098-1 J03 Corner Jack 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:46 2018 Page 1 ID:pA6yA48jWY?4ONCpxdi8X5zJx2j-O6NRfZOwyhDcnX1 AIEa4XpDJgD211WZNSUarsRz9K6J -2-0-0 3-0-0 2-0-0 3-0-0 Scale=1:10.2 3 4.00 12 2 6- 1 1 1 B 4 1 3x4 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP 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 puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=49/Mechanical,2=258/0-7-10,4=21/Mechanical Max Horz 2=101(LC 12) Max Uplift 3=-27(LC 12),2=-236(LC 12) Max Gray 3=49(LC 1),2=258(LC 1),4=46(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 2-11-4 zone;cantilever left and right exposed;end vertical 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.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 girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 236 lb uplift at joint 2. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 v WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI►EI<REFERANCE PAGE Me-7473 rev.10/03201S 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 properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of IndMduai 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,seeANSI/1111 Quality Clfada,D18-89 and SCSI BuJdhp Componanf 6904 Parke East Blvd. Safety Infonnalbnavaeable from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tanga.FL 33610 Job I Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC T14220497 J180098-1 J04 Corner Jack 10 1 , I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:47 2018 Page 1 ID:pA6yA48j W Y?4ONCpxdi8X5zJx2j-slwpsvPYj_LTPhcNsx6J411 UOcPeUzoW hBJOOtz9K61 -2-0-0I 1-0-0 2-0-0 1-0-0 Scale=1:6.8 0 00.. illi 1 3 i 4.00 12 2 n 0 N 6 d 4 1 3x4= 1-0-0 1-0-0 Plate Offsets(X,Y)-- (2:0-1-2,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:6 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. REACTIONS. (lb/size) 3=-19/Mechanical,2=261/0-7-10,4=-59/Mechanical Max Horz 2=68(LC 12) Max Uplift 3=-19(LC 1),2=-312(LC 12),4=59(LC 1) Max Gray 3=41(LC 12),2=261(LC 1),4=98(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical 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.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 girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 3,312 lb uplift at joint 2 and 59 lb uplift at joint 4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 I r_r. A WARNING-Verify design parameters and READ NOTES ON MS AND INCLUDED M1TEK REFERANCE PAGE MK-7473 rev.10,132015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an IndMdual 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 buckling 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 possble personal k*zy and properly damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems seeANSVIPII Qualify Criteria,DSI49 and If=BrtldIng Compondont 6904 Parke East Blvd. ! Sanity Irfonnafamvdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job `Truss I Truss Type !Qty Ply Frank Gamel-Boehme Residence-AC T142204981 J180098-1 J05 Diagonal Hip Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:49 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-og2aHbOoFcbBe_mlzM8n9Srk3QzMypbp8SoVTmz9K6G -2-9-15 5-3-15 9-10-1 2-9-15 5-3-15 I 4-6-1 Scale:1/2"=1 NAILED 4/f 1 NAILED 2.83 12 11 NAILED 1.5x4; NAILED 3 10 t tt) N 2 I r' I " A NAILED 12 13 6 •'��'••'••'.NAILED NAILED NAILED 3x4= 3x6 --s5 NAILED NAILED 9-10-1 9-10-1 Plate Offsets(X,Y)-- )2:0-1-7,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.23 6-9 >501 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.46 6-9 >253 180 BCLL 0.0 * Rep Stress Incr NO j WB 0.30 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins. BOT CHORD 2x4 SP 2250E 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=122/Mechanical,2=530/1-0-5,5=313/Mechanical Max Horz 2=188(LC 4) Max Uplift 4=-119(LC 4),2=-473(LC 4),5=-115(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-797/428 BOT CHORD 2-6=-501/774 WEBS 3-6=-801/518 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=451t;L=24f1;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 lb uplift at joint 4,473 lb uplift at joint 2 and 115 lb uplift at joint 5. 6)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:9=60(F=30,B=30)10=-2(F)11=-71(F=-41,B=-30)12=-12(F=-13,B=1)13=-63(F=-37,B=-25) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1.7473 rev.I0/032o15 BEFORE USE. Design valid for use only with MITelr E 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 appllcabtity 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 stability and to prevent collapse with possible personal krluxy and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeAMSI/IPII QuallyCiHrb,058.89 and SCSI Balding Compon nt 6904 Parke East Blvd. Safety hNKmatbnavallable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty I Ply Frank Game!-Boehme Residence-AC • T14220499 J180098-1 J06 Jack-Open 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 5 May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:50 2018 Page 1 I D:pA6yA48j W Y?40NCpxdi8X5zJx2j-GtcyUwRQOvj2G8LyX3fOif N_VgKShKYzN6Y3?Cz9K6F -2-0-0 5-11-0 2-0-0 5-11-0 Scab=1:15.5 3 ( 4.00 FIT 10 N 2 �f 4 IY1 1 � 2x4= 0-4-4 5-11-0 0-4-4 5-6-12 Plate Offsets(X,Y)-- 12:0-0-6,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.05 4-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.08 4-9 >875 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) 0.01 3 ria n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=120/Mechanical,4=55/Mechanical,2=369/0-3-8 Max Horz 2=150(LC 12) Max Uplift 3=-91(LC 12),2=-270(LC 12) Max Gray 3=120(LC 1),4=96(LC 3),2=369(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 5-10-4 zone;cantilever left and right exposed;end vertical 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.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 girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 270 lb uplift at joint 2. Walter P.Finn PE No.22239 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE AM-7473 rev.10/93/2015 BEFORE USE. Design valid for use only with MITekJ connectors.this design 5 based only upon parameters shown,and Is for cn 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 MiTek building design. tracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability 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,seeANSV►Pll QualyCiteda,DSB-89 and BCS/Buldhlg Component 6904 Parke East Blvd. Safely Infbrmafbnavdiable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 I Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC • T14220500 J180098-1 J07 Corner Jack 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:51 2018 Page 1 ID:pA6yA48j W Y?4ONCpxdi8X5zJx2j-k3AKiGS2nDrutlw84nAFEtwAiEggQno6cmHcXez9K6E -2-0-0 5-0-0 I 2-0-0 5-0-0 Scale=1:13.8 3 4.00 12 st 2 r r 2 11 4 2X4= 0-4-4 5-0-0 0-4-4 4-7-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.02 4-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.04 4-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=94/Mechanical,4=41/Mechanical,2=341/0-3-8 Max Horz 2=135(LC 12) Max Uplift 3=-68(LC 12),2=-264(LC 12) Max Gray 3=94(LC 1),4=78(LC 3),2=341(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 4-11-4 zone;cantilever left and right exposed;end vertical 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 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 68 lb uplift at joint 3 and 264 lb uplift at joint 2. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 MIME A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MifekO connectors.This design is based only upon parameters shown,and is tor 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 buckling 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 possble personal inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIPli Gladly Cef da,DS8-89 and BCSl8uldheg Component 6904 Parke East Blvd SafityhNoema/bnavdtabie horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type - Qty Ply Frank Camel-Boehme Residence-AC • T14220501 J180098-1 J08 Corner Jack 3 1 !Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:52 2018 Page 1 I D:pA6yA48j W Y?4ON Cpxdi8X5zJx2j-D FkiverhYXzIVSV Ke UhUn4TLRdOv9E2GgQ 1944z9K6 D -2-0-0 3-0-0 2-0-0 3-0-0 Scale=1:10.2 3 I � 4.00 FIT It 2 6 ),)X10 4 1 2x5 0-4-4 3-0-0 0-4-4 2-7-12 Plate Offsets(X,Y)-- F2:0-0-6,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.01 4-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.01 4-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 ria n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:12 Ib 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. REACTIONS. (lb/size) 3=32/Mechanical,4=3/Mechanical,2=293/0-3-8 Max Horz 2=101(LC 12) Max Uplift 3=-21(LC 9),2=-268(LC 12) Max Gray 3=32(LC 1),4=37(LC 3),2=293(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 2-11-4 zone;cantilever left and right exposed;end vertical 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.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 girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 3 and 268 lb uplift at joint 2. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6834 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 Q WARNING-Verily design paremeters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke 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 vedry the applicability 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 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,seeANS►/IP►i OuaNy CANlb,D=49 and ICSI Du/dew Component 6904 Parke East Blvd. Safely 1Mbnnal►olrnvallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC • TI4220502 IJ180098-1 J09 Corner Jack 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:53 2018 Page 1 ID:pA6yA48jWY?4ONCpxdi8X5zJx2j-hS157yTJJg5c7c4W CCCjJI?W B1 M3uhIP34mjcXz9K6C -2-0-0 1-0-0 2-0-0 1-0-0 Scale=1:6.8 3 ii v- 4.00 112 2 /11 M 1 Fi•i illigallii pi 05 0 d 1 • 4 1 3x5=IIII r, 1 0-4-4I 1-0-0 0-4-4 0-7-12 Plate Offsets(X,Y)-- (2:0-0-6,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:6 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. REACTIONS. (lb/size) 3=-97/Mechanical,4=-127/Mechanical,2=408/0-3-8 Max Horz 2=68(LC 12) Max Uplift 3=97(LC 1),4=-127(LC 1),2=-487(LC 12) Max Gray 3=135(LC 12),4=178(LC 12),2=408(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical 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 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 lb uplift at joint 3,127 lb uplift at joint 4 and 487 lb uplift at joint 2. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 t I a WARNING-Verity design parmnebrs and READ NOTES ON THIS AND INCLUDED ARIEK REFERANCE PAGE AIN-7473 rev.10/03/2015 BEFORE USE ' Design valid for use oily with MITek®connectors.this design is based only upon parameters shown,and is for an kndMdual building component,not a truss system.Before use,the building designer must verily the appticabllty of design parameters and properly incorporate this design Into the overall ;� building design. Bracing indicated is to prevent buckling of Inddud trust web and/or chord members only. Additional temporary and permanent bracing Niel (' Is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANal/1P11 Qualify Cdteda D1a-89 and dal hada*ComponNM 6904 Parke East Blvd. Sandy il/o.molomvdlable from Truss Plate Institute.218 N.Lee Street.State 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I Frank Game!-Boehme Residence-AC T14220503 J180098-1 J10 Diagonal Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:54 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-9erTKl Ux48DTklejmvkysVYc6RdOd6zYlj W G8zz9K6B -2-9-15 4-6-12 8-3-11 2-9-15 4-6-12 3-8-14 Scale=1:21.3 NAILED NAILED NAILED 4 1N rn 2.83 1210I 1I L�l'IH Io 1.5x4 11 3 d I OP m R 2 11111 IM 12 13 6 NAILED NAILED NAILED 3x4= 3x5— NAILED NAILED NAILED 5 8-3-11 8-3-11 Plate Offsets(X,Y)-- [2:0-1-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.17 6-9 >591 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.26 6-9 >375 180 BCLL 0.0 * Rep Stress Incr NO WB 0.16 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:35 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.2 REACTIONS. (lb/size) 4=137/Mechanical,2=430/0-9-0,5=226/Mechanical Max Horz 2=167(LC 20) Max Uplift 4=-116(LC 4),2=440(LC 4),5=-54(LC 4) Max Gray 4=137(LC 1),2=501(LC 28),5=281(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-628/269 BOT CHORD 2-6=-326/619 WEBS 3-6=-642/338 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 116 lb uplift at joint 4,440 lb uplift at joint 2 and 54 lb uplift at joint 5. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:9=53(F)10=-72(F=-24,B=-48)11=29(B)12=10(F=10,B=0)13=-48(F=-15,B=-33) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek6 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' ek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erector)and bracing of trusses and truss systems,seeANS1/IPII Qually Cdred7,DSI-89 and ICSI Duldb g ComponMf 6904 Parke East Blvd. Safafy I,Mnnallpnavdtable from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC T14220504 J180098-1 Jil Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:55 2018 Page 1 ID:pA6yA48j W Y?4ONCpxdi8X5zJx2j-dq PrXeVZrSLKMvDvJdFBPj55Pr49MbniXNFggPz9K6A -2-0-0 5-2-2 2-0-0 5-2-2 Scale=1:14.1 3 1 4.00112 2 441 4 1 2x5= 5-2-2 5-2-2 Plate Offsets(X,V)-- 12:0-0-2,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.38 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=111/Mechanical,2=322/0-3-8,4=56/Mechanical Max Horz 2=138(LC 12) Max Uplift 3=-82(LC 12),2=-246(LC 12) Max Gray 3=111(LC 1),2=322(LC 1),4=88(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 5-1-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 82 lb uplift at joint 3 and 246 lb uplift at joint 2. • Welter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 8834 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 61REK REFERANCE PAGE 1411-7473 rev.1493/2015 BEFORE USE. Design valid for use only with MITek,n connectors.this design is based only upon parameters shown,and Is for an individual bolding component-not a truss system.Before use.the building designer must verily the applicability 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 stability and to prevent collapse with possible personal injury and property damage. For general guidance regarcing the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPII Quality Cr/er1a,DSB-49 and BCSI Wilding Component 6904 Parke East Blvd. SaNfy iMoanabenavdiabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tanpa.FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC T14220505 J180098-1 J12 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 S May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:55 2018 Page 1 I D:pA6yA48j W Y?40NCpxdi8X5zJx2j-dgPrXeVZrSLKMvDvJd F BPj5sPr7hMbniXNFggPz9K6A -2-0-0 3-2-2 2-0-0 3-2-2 Scale=1:10.5 3 4.00 12 0 2 8 ))(• 3x4— 4 1 3-2-2 3-2-2 LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=55/Mechanical,2=262/0-3-8,4=24/Mechanical Max Horz 2=104(LC 12) Max Uplift 3=-32(LC 12),2=-236(LC 12) Max Gray 3=55(LC 1),2=262(LC 1),4=49(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 3-1-6 zone;cantilever lett and right exposed;end vertical 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.Opst 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at Joint 3 and 236 lb uplift at joint 2. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7073 rev.10/032015 BEFORE USE. Design valid for use only with MiTeke 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 vedfy the applicability 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. Additbnal 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.seeAAIW/IPII QualfyCChub,DSI-89 and BCV Bolding Component 6904 Parke East BNd. Safety Irfo/maBOnavdiabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job 'Truss Truss Type • Qty Ply Frank Gamer-Boehme Residence-AC • T14220506 J180098-1 J13 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:56 2018 Page 1 ID:pA6yA48jWY?4ONCpxdiBX5zJx2j-51 zDL_W BcITB_3o5tKmQxwdl8FSa521 rl1?NDsz9K69 -2-0-0 1-2-2 2-0-0 1-2-2 Scale=1:7.1 3 4.00.12 2 ATE o o _i 4 1 3x4= 1-2-2 1-2-2 Plate Offsets(X,Y)-- (2:0-1-2,Edge) I i LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-16/Mechanical,2=251/0-3-8,4=-38/Mechanical Max Horz 2=71(LC 12) Max Uplift 3=-16(LC 1),2=-291(LC 12),4=-38(LC 1) Max Gray 3=39(LC 12),2=251(LC 1),4=72(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical 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 ha$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 girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 lb uplift at joint 3,291 lb uplift at joint 2 and 38 lb uplift at joint 4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 1 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeka connectors.this design Is based only upon parameters shown,and Is for an indMduai building component,not a truss system.Before use,the balding designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Brachg indicated Is to prevent buckling 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,seeANSI/IPII Quality Creeds,DSI419 and ICJ/Iuldep Component 6904 Parke East Bed. Safety I nwomnaIta nrvaltable from Truss Plate Institute,218 N.Lee Street.Suite 312,Aiexan dria.VA 22314. Tampa.FL 33610 Job Truss Truss Type , Qty Pty Frank Camel-Boehme Residence-AC • T14220507 J180098-1 J14 Diagonal Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:57 2018 Page 1 I D:pA6yA48j W Y?40NCpxdi8X5zJx2j-ZDXbyKW pN3b2bDNI R2HfU8A5BefogT2?_hkwIlz9K68 -2-9-15 4-6-12 8-3-11 2-9-15 4-6-12 3-8-14 Scale=1:21.3 NAILED NAILED NAILED 4 �� 2.83 12 NAILED 121 i 1 '/'� 1.5x4 3 r\ 2 1 NAILED 13 14 6 NAILED NAILED NAILED 3x4- 3x5— NAILED NAILED 5 10541 8311 0-5-4 7-10-6 Plate Offsets(X,Y)-- [2:0-2-11,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (tort) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.21 6-11 >470 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.28 6-11 >350 180 BCLL 0.0 * Rep Stress Incr NO WB 0.14 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=130/Mechanical,5=169/Mechanical,2=419/0-4-15 Max Horz 2=167(LC 4) Max Uplift 4=-110(LC 4),5=-36(LC 5),2=-476(LC 4) Max Gray 4=130(LC 1),5=251(LC 28),2=597(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-559/198 BOT CHORD 2-6=-235/540 WEBS 3-6=-559/244 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 110 lb uplift at joint 4,36 lb uplift at joint 5 and 476 lb uplift at joint 2. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:11=106(F=53,B=53)12=-49(F=-24,B=-24)13=20(F=10,B=10)14=-31(F=-15,B=-15) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6804 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 IMMO A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 81.7473 rev.1003/2015 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 appllcabelty 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 stability and to prevent collapse with poss6le personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and huss systems seeA11N1/IMI Ovally ON,DI1149 and ICS adding Compononf 6904 Parke East Blvd. Safety htbmtaaonavallable from Truss Plate Insatute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Frank Gamel-Boehme Residence-AC • 1142205081 J180098-1 J16 JACK-OPEN 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:58 2018 Page 1 ID:pA6yA48jWY?4ONCpxdi8X5zJx2j-1 P5_AgXS8NjvDNyU?louOLilb21_ZyX8DLUUHkz9K67 7-0-0 7-0-0 Scale:3/4'=1' 2 1 4.00 12 8 u� 7 N n (� N 1 fly U JJ1JJ((11YYii 3 2x5= 7-0-0 7-0-0 Plate Offsets(X,Y)-- )1:0-0 6,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.17 3-6 >499 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.23 3-6 >356 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:22 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. REACTIONS. (lb/size) 1=257/0-7-10,2=167/Mechanical,3=90/Mechanical Max Horz 1=116(LC 12) Max Uplift 1=-105(LC 12),2=-134(LC 12),3=-11(LC 12) Max Gray 1=257(LC 1),2=167(LC 1),3=125(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft L=24ft;eave=oft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS 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 girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 lb uplift at joint 1,134 lb uplift at joint 2 and 11 lb uplift at joint 3. Walter P.Firm PE No.22839 MiTek USA,Inc.FL Cart 6834 6904 Padre East Blvd.Tampa FL 33610 Date: June 5,2018 mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. ail Design valid for use only with MitekT>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 budding 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 stability and to prevent collapse with possible personal Injury and property damage. For general gridance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeAWll///I O1p/V C//NA;MOP and ICX Dukting Component 6904 Parke East Blvd. Safety Womafbfpvadable from Trus Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qty Ply Frank Gamel-Boehme Residence-AC 1 • T14220509 J180098-1 1JIB Jack-Open ,1 1 , I I 1Job Reference(optional) i Manning Building Supplies, Jacksonville,FL 8220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:09:59 2018 Page 1 ID:pA6yA48jWY?4ONCpxdi8X5zJx2j-VcfMN?Y4ugsmrXXgYSJ7ZZFcTSS91P9IR?D1 pAz9K66 -2-0-0 4-4-10 7-0-0 2-0-0 I 4-4-10 2-7-6 Scale=1:17.9 4x4- 3 4 4.00.1-1T m o , X 2 1 6 5 3x4= 3x4 4410I 7-0-0 4-4-10 2-7-6 Plate Offsets(X,Y)-- (2:0-1-2,Edge) I LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.19 Vert(LL) -0.05 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 i BC 0.21 Vert(CT) -0.11 6-9 >730 180 BCLL 0.0 ' Rep Stress Ince YES j WB 0.04 Horz(CT) 0.00 4 rVa n/a BCDL 10.0 Code FBC2017/TP12014 I Matrix-MP Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E*Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 3-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=69/Mechanical,2=383/0-7-10,5=171/Mechanical Max Horz 2=126(LC 12) Max Uplift 4=-73(LC 8),2=-277(LC 12),5=-62(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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. 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 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 73 lb uplift at joint 4,277 lb uplift at joint 2 and 62 lb uplift at joint 5. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIFEK REFERANCE PAGE MA-7473 rev.10/93/1015 BEFORE USE. mi. Design valid fof 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 buckling 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.seeANSOPII QUaYy CtIetb,DSS-89 and SCS:iultdi g Component 6904 Parke East Blvd. Safety b tonnatbnovdfade from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job I Truss I Truss Type * Oty Ply I Frank Gamel-Boehme Residence-AC �1 7142205101 J180098-1 IJ19 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:00 2018 Page 1 I D:pA6yA48j W Y?40NCpxdi8X5zJx2j-_oDkbLZifdSg6t6AgM5momBsoo1 sc RgfzaMdz9K65 -2-0-0 6-4-10 7-0-0 , 2-0-0 6-4-10 0-7-6 Scale=1:17.9 4x4- 3 4X 4.00112 • o 'h N 2 F 1 . 5 6 _ 1.5x4 II 3x4= 3-9-2 6-4-10 , 7-0-0 3-9-2 2-7-8 0-7-6 Plate Offsets(X,Y)-- (2:0-1-14,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.07 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.15 6-9 >544 180 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 3-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=15/Mechanical,2=383/0-7-10,5=225/Mechanical Max Horz 2=159(LC 12) Max Uplift 4=-16(LC 8),2=-269(LC 12),5=107(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;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. 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. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 lb uplift at joint 4,269 lb uplift at joint 2 and 107 lb uplift at joint 5. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 � r 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mff-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 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 MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fatxcation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quay Cried°,DSII-89 and SCSI Balding Compon.nf 6904 Parke East Blvd. Safely IMormalbrovdiabte from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. _ _ Tampa.FL 33610 Job Truss Truss Type , Qty Ply Frank Gamel-Boehme Residence-AC • T14220511 J180098-1 J20 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:01 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-S_neohaKQl6U4gh3gtMbe_KvzG6omJGavJiBu3z9K64 5-0-0 5-0-0 Scale=1:12.9 2 4.00 12 7 ))—(1 PIPP 3 2x4= 5-0-0 5-0-0 Plate Offsets(X,Y)-- 11:0-0-6,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.05 3-6 >999 240 i MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.06 3-6 >973 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:15 Ib 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=183/0-9-4,2=117/Mechanical,3=66/Mechanical Max Horz 1=83(LC 12) Max Uplift 1=-74(LC 12),2=-93(LC 12),3=10(LC 12) Max Gray 1=183(LC 1),2=117(LC 1),3=88(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;cantilever left and right exposed;end vertical 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 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 lb uplift at joint 1,93 lb uplift at joint 2 and 10 lb uplift at joint 3. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 ' WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE Md-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MITeke 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 applicability of design parameters and properly Incorporate Ibis design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdud truss web and/or chord members only. Additional temporary and permanent bracing M iTek • Is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANaVIP/I Qualify cm., .DSI-119 and SCSI Adding Component 6904 Parke East Blvd. Safely hlomranpnsvdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss I Truss Type • Qty Ply Frank Gamel-Boehme Residence-AC T14220512 J180098-1 J21 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:02 2018 Page 1 ID:pA6yA48j W Y?4ONCpxdi8X5zJx2j-wBKU01 ayBbE Li_GFEbtgBBt6IfT6Vm W k8zShQVz9K63 3-0-0 3-0-0 \7\ Scale=1:9,4 2 4.00 FIT � N 1 3 2x4= 3-0-0 3-0-0 LOADING (psf) ! SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 . Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:9 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=109/0-9-4,2=68/Mechanical,3=41/Mechanical Max Horz 1=49(LC 12) Max Uplift 1=-44(LC 12),2=-52(LC 12),3.9(LC 12) Max Gray 1=109(LC 1),2=68(LC 1),3=51(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 2-0-0 oc. 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. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 1,52 lb uplift at joint 2 and 9 lb uplift at joint 3. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 Q WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 ray.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.Ibis 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 buckling 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 guldance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeAN,y/►pIl OualyC,Nrb,DSI-89 and BCSI BuIdhp Camponanl 6904 Parke East Blvd. Safely blbnnallotgvdable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tanga.FL 33610 Job Truss Truss Type Oty Ply Frank Garnet-Boehme Residence-AC T14220513 1J180098-1 J22 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:02 2018 Page 1 I D:pA6yA48jW Y?4ONCpxdi8X5zJx2j-wBKUO1 ayBbE Li_GFEbtgBBt2dfVaVmW k8zShOVz9K63 -2-0-0 2-8-0 2-0-0 2-8-0 )1( Scale=1:9.6 3 4.00 TIF 0 2 d 0 8 4 1 3x4 2-8-0 2-8-0 Plate Offsets(X,Y)-- [2:0-1-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:11 lb FT=2096 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=39/Mechanical,2=250/0-7-10,4=14/Mechanical Max Horz 2=96(LC 12) Max Uplift 3=-21(LC 9),2=-238(LC 12) Max Gray 3=39(LC 1),2=250(LC 1),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 2-7-4 zone;cantilever left and right exposed;end vertical 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.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 girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 3 and 238 lb uplift at joint 2. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MIIekst 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 buckling 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,seeANSVIPII Qualify Glad%DSII-89 and RCS/luldhy Caxnpon.nt 6904 Parke East Blvd. Safely Ido/ma/bnavailable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply I Frank Garnet-Boehme Residence-AC T14220514 J180098-1 J23 Diagonal Hip Girder 1 1 i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:03 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-ONutDNbayvM BJ 8q Rn IO3j PQAE3g4E DVtMdBFyyz9K62 -2-9-15 2-3-3 3-8-8 2-9-15 2-3-3 1-5-5 Scale=1:13.0 3 1.5x4 �� 10 2.133 12 �•(, N 2 — — + d 1 2x5- 6 5 3x4= NAILED NAILED 3x4 = 38-8 3-8-8 Plate Offsets(X,Y)-- [2:0-1-15,Edge) LOADING (psf) SPACING- 2-0-0 CS). DEFL. in (loc) Udeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.01 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.01 9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=49/Mechanical,2=308/0-10-7,5=7/Mechanical Max Horz 2=105(LC 4) Max Uplift 4=-52(LC 20),2=-382(LC 4),5=5(LC 17) Max Gray 4=50(LC 17),2=308(LC 1),5=80(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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 girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 52 lb uplift at joint 4,382 lb uplift at joint 2 and 5 lb uplift at joint 5. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=54,5-7=20 Concentrated Loads(Ib) Vert:9=60(F=30,B=30) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 Q WARNING-eerily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 6111-7473 rev.10N3/2015 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 appik:abllity of design parameters arid properly Incorporate this design Into the overall ;l building design. Bracing Indicated k to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MI lei• 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,seeANSVIPII Qualy C,feda,DSI-89 and SCSI/UIdep Compon.nt 6904 Parke East Blvd. Safety Wolmataonxvalable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type , Qty Ply Frank Gamel-Boehme Residence-AC 714220515 J180098-1 J24 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:04 2018 Page 1 ID:pA6yA48j W Y?4ONCpxdi8X5zJx2j-sZSFQjcCjDU2xIPeLOVIGcyHCT7PzfO1 bHxoVOz9K61 -1-10-8 3-6-0 1-10-8 3-6-0 Scale=1:10.8 4 3x4 3 4.00 12 3x8% N 2 12 2x4= 5 0-10-4 3-6-0 0-10-4 2-7-12 Plate Offsets(X,Y)-- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.02 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.03 6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-11-5 REACTIONS. (lb/size) 4=-114/Mechanical,2=655/0-3-8,5=-51/Mechanical Max Horz 2=106(LC 12) Max Uplift 4=-114(LC 1),2=181(LC 12),5=-51(LC 1) Max Gray 2=655(LC 1),5=7(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4=-335/806 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-11-1 to 0-10-4,Interior(1)0-10-4 to 3-5-4 zone;cantilever left and right exposed;end vertical 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 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 114 lb uplift at Joint 4,181 lb uplift at joint 2 and 51 lb uplift at joint 5. 6)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-6=-20 Concentrated Loads(lb) Vert:1=-131 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-44,5-6=-20 Welter P.Finn PE No.22839 Concentrated Loads(Ib) MiTek USA,Inc.FL Cert 6634 Vert:1=-113 6904 Parke East Blvd.Tampa FL 33610 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Date: June 5,2018 ;.nntinrled nn bane 2 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-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 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 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,seeANl1/1111 Quality aloft DSS-l9 and SCSI Suldrrlp Component 6904 Parke East Blvd. Safety Ihlblmaflmrnvdlable from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I Oty Ply Frank Gamel-Boehme Residence-AC T14220515 J180098-1 J24 !Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:04 2018 Page 2 ID:pA6yA48j W Y?4ONCpxdi8X5zJx2j-sZSFQjcCj DU2xl PeLOvIGcyHCT7PzfO1 bHxoVOz9K61 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=-14,5-6=-40 Concentrated Loads(Ib) Vert:1=-60 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=104,2-7=88,4-7=47,5-6=-6 Horz:1-2=-113,2-7=-96,4-7=-55 Concentrated Loads(Ib) Vert:1=-60 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-12=38,2-12=79,2-4=88,5-6=-6 Horz:1-12=-46,2-12=-87,2-4=-96 Concentrated Loads(Ib) Vert:1=-60 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=12,2-4=-49,5-6=-20 Horz:1-2=-26,2-4=35 Concentrated Loads(Ib) Vert:1=-60 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-40,2-4=-49,5-6=-20 Horz:1-2=26,2-4=35 Concentrated Loads(Ib) Vert:1=-60 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=61,2-4=35,5-6=-6 Horz:1-2=-69,2-4=-44 Concentrated Loads(Ib) Vert:1=-60 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-4=27,5-6=-6 Horz:1-2=-26,2-4=-35 Concentrated Loads(Ib) Vert:1=-60 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,2-4=-15,5-6=-20 Horz:1-2=-8,2-4=1 Concentrated Loads(Ib) Vert:1=-60 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=12,2-4=3,5-6=-20 Horz:1-2=-26,2-4=-17 Concentrated Loads(Ib) Vert:1=-60 12)Dead+0.6 MW FRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=68,2-4=42,5-6=-6 Horz:1-2=-76,2-4=-50 Concentrated Loads(Ib) Vert:1=-60 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=49,2-4=24,5-6=-6 Horz:1-2=-58,2-4=-32 Concentrated Loads(ib) Vert:1=-60 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-2=-6,2-4=-15,5-6=-20 Horz:1-2=-8,2-4=1 Concentrated Loads(Ib) Veil:1=-60 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,2-4=-15,5-6=-20 Horz:1-2=-8,2-4=1 Concentrated Loads(Ib) Vert:1=-60 Continued on oaae 3 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/032015 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 properly limorporate 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 MiAek' 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,seeANSI/IPI1 Quarry Cdtet a,058-89 and SCSI Duidllg Component 6904 Parke East Blvd. Safety MonnaBo/pvaliable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , Oty Ply Frank Game!-Boehme Residence-AC • T14220515 J180098-1 J24 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 S May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:04 2018 Page 3 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-sZSFOjcCj DU2xl PeLOvIGcyHCT7PzfO1 bHxoVOz9K61 LOAD CASE(S) Standard 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-4=-14,5-6=-20 Concentrated Loads(Ib) Vert:1=-60 17) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-38,2-4=-45,5-6=-20 Horz:1-2=-6,2-4=1 Concentrated Loads(Ib) Vert:1=-113 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-24,2-4=-31,5-6=-20 Horz:1-2=-20,2-4=-13 Concentrated Loads(Ib) Vert:1=-113 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-38,2-4=-45,5-6=-20 Horz:1-2=-6,2-4=1 Concentrated Loads(Ib) Vert:1=-113 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase =1.60 Uniform Loads(plf) Vert:1-2=-38,2-4=-45,5-6=-20 Horz:1-2=-6,2-4=1 Concentrated Loads(Ib) Vert:1=-113 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.1693/2015 BEFORE USE. Nu Design valid for use only with Mitek®connectors.Ns design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before rue,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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k is always required for stability and to prevent collapse with possible personal inksy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see/NS//On Qualy Citedo,103Ia9 and 8CS1 Adam Component 6904 Parke East Blvd. S y/I/OnnaMgpvallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type , Qty Ply Frank Gamel-Boehme Residence-AC • T14220516 J180098-1 J25 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:05 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-KIOde3drU W cvZS_gvjQXogVedtXii6GAqxgL1 gz9K60 -1-10-8 3-0-0 1-10-8 3-0-0 Scale=1:12.5 3 `/ �I� 4.00 12 , N 2 i 1 9 V . 3x4==' 1114 th ADEQUATE SUPPORT REQUIRED. 3-0-0 2-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-3-8. (Ib)- Max Horz 2=80(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1,3,4 except 2=-106(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,3,4 except 2=302(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-9-12 to 1-0-0,Interior(1)1-0-0 to 2-11-4 zone;cantilever left and right exposed;end vertical 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.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 girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4 except fjt=lb)2=106. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: • June 5,2018 � r• Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MI1.7473 rev.10103/2015 BEFORE USE. mit 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 buckling 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.seeANSU7PfI Qua/lyCdredv,DSD-89 and SCSIIuldhp Component 6904 Parka East Blvd. Safety Wonnattonzwcilable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type , Qty Ply Frank Game!-Boehme Residence-AC • TI4220517 J180098-1 J26 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:06 2018 Page 1 ID:pA6yA48jWY?4ONCpxdi8X5zJx2j-oya?rPdTFgkmAcZOTQxmL12nbHuVRZVJ2bQvZGz9K6? -1-10-8 1-0-0 1-10-8 1-0-0 Scale=1:9.2 4.00171 2 3 '11 n 4 2x4- ADEQUATE SUPPORT REQUIRED. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.01 5 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a r/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:6 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. REACTIONS. (lb/size) 1=108/Mechanical,3=45/Mechanical,4=73/Mechanical Max Horz 4=47(LC 12) Max Uplift 1=-51(LC 12),3=-18(LC 12),4=26(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=451t;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical 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 between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. Walter P.Finn PE No.22839 Muck USA,Inc.FL Cert 8834 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekEr connectors.Ibis 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 appllcablity of design parameters and properly Incorporate this design Into the overall balding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Addltk,nal temporary and permanent tracing Ml lek• Is always requked for stability and to prevent collapse with posy rle personal trim and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPI1 Quad),Crhr/a,D5849 and BCS/Wldlry Compondnf 6904 Parke East Blvd. Safety Infonnallonavaliable from Truss Plate institute.218 N.Lee Street.Stile 312.Alexandria.VA 22314. Tampa.FL 33610 Job 'Truss I Truss Type Qty Ply Frank Gamel-Boehme Residence-AC • T14220518 J180098-1 J27 Diagonal Hip Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:07 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-G88N3ke508sdoI8D08T?uFagAg7ZA_8TH F9S6jz9K6_ -2-7-13 2-10-4 4-10-10 2-7-13 2-10-4 2-0-6 Scale=1:14.8 NAILED NAILED 13 4 i � N 2.83 12 NAILED 4x4 1(7) NAILED 3 4x7 2 2x5 = S • � u1 , =, 14 6 5 WWI3x4= NAILED NAILED 1-1-12J-4-4 4-10-10 1-1-12 2-1 3-6-7 Plate Offsets(X,Y)-- 2:0-0-12,0-2-4],[2:0-0-8,0-1-8],[3:0-0-0,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.04 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.04 7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.17 Horz(CT) 0.00 5 n/a ria BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-9 REACTIONS. (lb/size) 4=31/Mechanical,2=600/0-4-15,5=-242/Mechanical Max Horz 2=75(LC 7) Max Uplift 4=-47(LC 6),2=-647(LC 4),5=-350(LC 13) Max Gray 4=31(LC 1),2=657(LC 28),5=280(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1349/1524 BOT CHORD 2-6=-878/737 WEBS 3-6=-795/947 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 2=647,5=350. 6)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)149 lb down and 87 lb up at -2-8-4,and 149 lb down and 87 lb up at -2-8-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Concentrated Loads(Ib) Vert:1=-180(F=-90,B=-90)8=-6(F=-3,B=-3)14=43(F=22,B=22) Welter P.Finn PE No.22839 Trapezoidal Loads(pit) MiTek USA,Inc-FL Cert 8834 Vert:1=0(F=27,B=27)-to-8=-57(F=-1,B=-1),8=-2(F=26,B=26)-to-4=-50(F=2,B=2),7=0(F=10,B=10)-to-9=-14(F=3,B=3), 6904 Parke East Blvd.Tampa fL33610 9=-1(F=10,B=10)-to-5=-18(F=1,B=1) Date: June 5,2018 t r' imm 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AM-7473 rev.IA/03/201S BEFORE USE • Design valid for use only with MITeke 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. Pr-acing indicated Is to prevent buckling of indivkiud truss web and/or chord members only. Additkmal 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 krtxk:atk,n,storage,delivery,erection and bracing of trusses and truss systems.see Qualify by pon 6904 Parke East Blvd. Sandy m formalin pvallable from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,A VA 22314.��DSbd9and BCJIW/d Com Nr► Tampa,FL 33610 Job Truss Truss Type i Qty Ply Frank Gamel-Boehme Residence-AC T14220519I J180098-1 J29 Jack-Open 9 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:08 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-I KimG4fjnR_UQvjPar_EOS70d4TxvT?cW vv0d9z9K5z -2-0-0 7-0-0 2-0-0 7-0-0 Scale=1:16.9 3 r 4.00 NT 8 r\ 2 G � 1 4 = 3x4= 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.14 4-7 >589 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.20 4-7 >413 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:25 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. REACTIONS. (lb/size) 3=159/Mechanical,2=383/0-5-8,4=82/Mechanical Max Horz 2=168(LC 12) Max Uplift 3=-123(LC 12),2=266(LC 12) Max Gray 3=159(LC 1),2=383(LC 1),4=122(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 6-11-4 zone;cantilever left and right exposed;end vertical 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 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 3=123,2=266. Walter P.Finn PE No.22836 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. but Design valid for use only with MITeke connectors.this design is based only upon parameters shown,and is for an individual budding 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 buckling 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 k*ry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII away Climb,Del-89 and DCSl/Uldhp Component 6904 Parke East Blvd. Solely Nlbanattottivadable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty 1-Ply I Frank Gamel-Boehme Residence-AC 7142205201 J180098-1 J30 Corner Jack 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:08 2018 Page 1 ID:pA6yA48j W Y?40NCpxdi8X5zJx2j-I KimG4fj nR_UQvj Par_EQS7474XXVT?cW w0d9z9K5z -2-0-0 5-0-0 2-0-0 5-0-0 Scale=1:13.8 3 4.00 P2 dr n r 2 c^ O 1 ...11111111111...' 4 2x5= 5-0-0 5-0-0 Plate Offsets(X,Y)-- [2:0-0-2,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=106/Mechanical,2=316/0-5-8,4=54/Mechanical Max Horz 2=135(LC 12) Max Uplift 3=-78(LC 12),2=-245(LC 12) Max Gray 3=106(LC 1),2=316(LC 1),4=85(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 4-11-4 zone;cantilever left and right exposed;end vertical lett 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 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=245. Walter P.Finn PE No.22839 Welt USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verify des/gn parameters and READ NOTES ON THIS AND INCLUDED MuTEK REFERANCE PAGE MO-7473 rev.1@032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon paras inters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design rxxameters 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' k 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,seeANWIPI f amity CdMda,DSS-89 and SCSI adding pon.j 6904 Parke East Blvd. SaVs yh/OtmatlonavaliaL9e from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 _ I Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC • T14220521 ' J180098-1 J31 Corner Jack 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:09 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-DXF8UQgLYI6L231b8ZVTzggFsUu7ewFmIZeZ9bz9K5y -2-0-0 3-0-0 2-0-0 3-0-0 Scale=1:10.2 3 , 4.00 j 12 F � .J N 2 8 4 1 3x4 3-0-0 3-0-0 l i LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 . Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:12 Ib 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. REACTIONS. (lb/size) 3=49/Mechanical,2=258/0-5-8,4=21/Mechanical Max Horz 2=101(LC 12) Max Uplift 3=-27(LC 12),2=-236(LC 12) Max Gray 3=49(LC 1),2=258(LC 1),4=46(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 2-11-4 zone;cantilever left and right exposed;end vertical 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.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 girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=236. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ar-7473 rev.10/912015 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 properly Incorporate this design Into the overall bueding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* ek' is always required tar 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,seeANSV1MI QuuryCrHdt DES-if and 1C45Rummy COfllpanant 6904 Parke East Blvd. Safety IrMnnalso/gvaeable from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type y Qty Ply Frank Gamel-Boehme Residence-AC • T14220522 J180098-1 J32 Corner Jack 13 1 i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:10 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-hjpW hmhzJ3ECfDtoiGOiVtCQcuFONNVvzDO6h2z9K5x -2-0-0i 1-0-0 2-0-0 1-0-0 Scale=1:6.8 3 /fit u'i 4.00 2 2 n r (ormigaligialla d 4 71Z WilI _, 3x4= 10-0 1-0-0 Plate Offsets(X,Y)-- (2:0-1-2,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:6 Ib 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. REACTIONS. (lb/size) 3=-19/Mechanical,2=261/0-5-8,4=-59/Mechanical Max Horz 2=68(LC 12) Max Uplift 3=-19(LC 1),2=-312(LC 12),4=-59(LC 1) Max Gray 3=41(LC 12),2=261(LC 1),4=98(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical 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.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 girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) 2=312. Walter P.Finn PE No.22839 MN*USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 I a WARNING-Verily dulyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AH-7473 rw.10/932015 BEFORE USE. 11111 II Design valid for use only with MITek,D 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 buckling 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 possbie personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses aril truss systems,see/Mt/11M Quality Cm.,b,DMI-89 and ICS Juldlly Comp: ~ 6904 Parke East Blvd. Rainy Idormallonavallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type ti Qty Ply Frank Gamel-Boehme Residence-AC • T14220523 J180098-1 J33 Diagonal Hip Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:11 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-9vNuu6hb4MM3HNS_F_Xx251VdITd6mJ3Ct7gEUz9K5w -2-9-15 5-3-15 i 9-10-1 2-9-15 5-3-15 4-6-1 Scale=1:23.3 4 NAILED ' NAILED 2.83 12 11 NAILED 1.5x4= f $ NAILED 3 10 2 �c;•• _. I I 1 I I c 1 NAILED 12 13 6 NAILED NAILED NAILED 3x4=5 3x6= NAILED NAILED 9101 9-10-1 Plate Offsets(X,Y)-- (2:0-1-7,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.23 6-9 >501 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.46 6-9 >255 180 BCLL 0.0 * Rep Stress Incr NO WB 0.28 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=120/Mechanical,2=515/0-7-6,5=291/Mechanical Max Horz 2=188(LC 20) Max Uplift 4=-116(LC 4),2=-452(LC 4),5=-82(LC 4) Max Gray 4=120(LC 1),2=515(LC 1),5=306(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-756/374 BOT CHORD 2-6=-445/732 WEBS 3-6=-758/460 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=1b) 4=116,2=452. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:9=60(F=30,B=30)11=-59(F=-30,B=-30)12=2(F=1,B=1)13=-51(F=-25,B=-25) Wetter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6804 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6-7473 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 balding component,not a truss system.Before use.the balding designer must vedfy the applicability of design Lxxameters 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 stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANl1/TPII Quality Cm ria,D53-89 and OCX& Hp Component 6904 Parke East Blvd. Safely Ipprmalbervalabie from Truss Plate Institute,218 N.Lee Street,Srdte 312,Alexandria.VA 22314. Tampa,FL 33610 Job I Truss Truss Type i Oty Ply Frank Gamel-Boehme Residence-AC T142205241 J180098-1 J34 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:12 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-d6xG6Si ErgUwvX0Aph2AbI IlphpOrH?CRXtDmwz9K5v 2-6-0 2-9-8 2-6-0 0-3-8 NAILED Scale=1:8,6 2 400 12 . x4 _.d 1111 Ar 1 P 11.: —Mill 115 HTU26 3 3x4= 1.5x4 I I NAILED 1-7-14 2-9-8 1-7-14 1-1-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.02 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0,00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=485/0-5-8,3=269/Mechanical Max Horz 1=55(LC 7) Max Uplift 1=-240(LC 8),3=-149(LC 8) Max Gray 1=485(LC 1),3=291(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=240,3=149. 6)Use Simpson Strong-Tie HTU26(10-10d Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 0-10-4 from the left end to connect truss(es)to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase-1.25 Uniform Loads(plf) Vert:1-2=-54,3-4=-20 Concentrated Loads(Ib) Vert:2=-3(F)3=3(F)6=-559(B) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE Design valid for use only with MITek2)connectors.This design Is based only upon parameters shown,and is for an hdlvidual building component not a truss system.Before use,the building designer must verily the applicability 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 stability 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.seeANSI/IPII Cualy C,Nrta,DS$-89 and ICS/OuldIrp Component 6904 Parke East Blvd. Safety I formattonavaeable from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. _ Tampa,FL 33610 Job Truss Truss Type ► Qty I Ply Frank Gamed-Boehme Residence-AC T14220525 J180098-1 J35 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:13 2018 Page 1 I D:pA6yA48j W Y?40NCpxdi8X5zJx2j-51 VfJojsb_cn W gbM N PZP7W q t h5HaakE LfBcml Nz9K5u 1-0-0 I 1-0-0 4.00112 Scale=1:6.1 2 111N ' o 1 j 3 2x4= I 1-0-0 I 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 4 >999 180 BCLL 0.0 * j Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-MP 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. REACTIONS. (lb/size) 1=37/0-5-8,2=17/Mechanical,3=19/Mechanical Max Horz 1=17(LC 12) Max Uplift 1=-15(LC 12),2=-10(LC 12),3=-11(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical 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 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,3. Walter P.Finn PE No.22839 Wok USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 � I A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1101-7473 rev.10/03.2015 BEFORE USE. Mit 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 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 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,seeANSVWII QualyCdlala,058-89 and LCllltWhig Conwonont 6904 Parke East Blvd. Sally ldotmol anovaaable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty I Ply ' Frank Gamel-Boehme Residence-AC • T14220526 J180098-1 J36 Diagonal Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:14 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-ZU31 X8kUM Hke8gAZx65egj N3TVbpJ BEVurMKgpz9K5t -2-9-15 2-1-13 3-5-11 2-9-15 2-1-13 1-3-14 Scale=1:12.5 4 1.5x4 2.83 12 3 n _N co 2 1, a 6 5 1 2X5- 3x4 -.4111111111111P'-I NAILED NAILED 3x4= 3-5-11 3-5-11 Plate Offsets(X,Y)-- (2:0-1-15,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.01 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 6-9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=45/Mechanical,2=332/0-7-6,5=10/Mechanical Max Horz 2=102(LC 4) Max Uplift 4=-47(LC 20),2=-388(LC 4) Max Gray 4=46(LC 17),2=332(LC 1),5=75(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 2=388. 6)"NAILED"indicates 3-10d(0.148'x3')or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-20 Concentrated Loads(lb) Vert:9=20(F=30,B=-10) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE AM-7473 ray.1010312015 BEFORE USE. hut Design valid for use only with Miteke connectors.This design is based only upon parameters shown,and Is for an individual bolding component not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall bulalng 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 stability and to prevent collapse w th possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANf Hell Qualy CsNlb,DSS-S9 and IC9 SA lg Component 6004 Parke East Blvd. Safety Tlrfetmafla svdtable from Truss Rate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ti Oty Ply i Frank Gamel-Boehme Residence-AC T14220527 J180098-1 J37 Jack-Open 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:14 2018 Page 1 ID:pA6yA48j W Y?4ONCpxdiBX5zJx2j-ZU31 X8kUM Hke8gAZx65egj N6cVclJBUVurMKgpz9K5t -2-0-0 3-0-0 2-0-0 3-0-0 Scale=1:10.2 3 4.00 FY n 4 2 , O 8 4 1 3x4 3-0-0 3-0-0 LOADING (psf) ' SPACING- 2-0-0 CSI. DE FL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:12 Ib 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. REACTIONS. (lb/size) 3=49/Mechanical,2=258/0-9-4,4=21/Mechanical Max Horz 2=101(LC 12) Max Uplift 3=-27(LC 12),2=-236(LC 12) Max Gray 3=49(LC 1),2=258(LC 1),4=46(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 2-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 2-0-0 oc. 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=1b) 2=236. Waiter P.Firm PE No.22839 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 0 WARNING-Verity design parameters and READ NOTES ON TNS AND INCLUDED MNTEK REFERANCE PAGE*11-7473 rev.10,912015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual bulldIng 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 buckling 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 Iniy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAMl1/DH Cualy Cthlb,DSI-8P and IC9 Mate Component 6904 Parke East Blvd. Safety I tommtb,Avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC T14220528 J180098-1 J38 Diagonal Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:15 2018 Page 1 ID:pA6yA48jWY?4ONCpxdi8X5zJx2j-1 hdPkUk67btVm_IIUpctCxwEDvwr2eke7V5tNFz9K5s -2-9-15 4-2-3 2-9-15 I 4-2-3 Scale=1:13.9 4 2.6312 Id ff; 3 m m 2 0 .1 1 NAILED 5 •:� �:�:�:�:�:4�:;:�:� NAILED 2x5._.................... 1-0-11 4-2-3 1-0-5 3-1-8 LOADING (psf) j SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.00 5-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 5-13 >999 180 BCLL 0.0 * Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=1-0-5,3=0-3-8. (Ib)- Max Horz 2=152(LC 4) Max Uplift All uplift 100 lb or less at joint(s)4,3 except 2=629(LC 20) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=395(LC 17),3=296(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 3)Gable studs spaced at 2-0-0 oc. 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. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3 except(jt=lb) 2=629. 8)'NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=-54,3-4=-54,5-9=-20 Concentrated Loads(lb) Vert:13=60(F=30,B=30) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITekli 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 r building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent baking MiTek is always required for stability and to prevent collapse with possbie personal i nkry and property damage. For general guidance regarding the fabdcaf on,storage,delivery,erection and bracing of trusses and truss systems.seeM111/7P11 GIIally D$ 49 and SCSI Bri/dlrg Component 6904 Parke East Blvd. Solely Itfonnafonovdiable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type _ Qty Ply I Frank Gamel-Boehme Residence-AC T14220529 J180098-1 J39 Diagonal Hip Girder 1 1 J Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:16 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-W tBnyplkuv?LN8Kx2X7618SPyJGIn5_oM9rRvhz9K5r -2-9-15 4-2-3 2-9-15 4-2-3 Scale=1:13.9 3 �I d 2.83 12 , Im N m r?) 2 la .. ....-... h, 1 - ............ 1 ;�.'• ,:�; NAILED 4 ••�'�•••••'ii:•ii:•i.J. NAILED iiiiiiii••ilii•� iiiiiii••O:ii�•i:;� 3x4 = 2x5 1-0-11 4-2-3 1-0-11 3-1-8 Plate Offsets(X,Y)-- (2:0-2-3,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 4-7 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 ! Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=1-0-11,2=1-0-11. (Ib)- Max Horz 2=112(LC 4) Max Uplift All uplift 100 lb or less at joint(s)3 except 2=-382(LC 4) Max Gray All reactions 250 lb or less at joint(s)3,4 except 2=317(LC 1),2=317(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/I-PI 1. 3)Gable studs spaced at 2-0-0 oc. 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=382. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=54,4-5=-20 Concentrated Loads(Ib) Vert:7=60(F=30,B=30) Walter P.Finn PE No.22839 !ATM USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 � I 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mtferb connectors.This design is based only upon parameters shown.and is for an Individual building component,notMil 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mae** Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regaling the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAMIVIMI Godly Cadeb DElA9 and SCSI euedlp Component 6904 Parke East Blvd. Safety k,Ionna1bivviceabie from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job •Truss `Truss Type 1 Qty Ply Frank Gamel-Boehme Residence-AC T14220530 J180098-1 K01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:18 2018 Page 1 ID:pA6yA48jWY?4ONCpxdi8X5zJx2j-SGIXMVn_QW F3dSUKAy9agZXf961IFz54pSKXzaz9K5p -2-0-0 7-0-0 11-5-0 18-5-0 20-5-0 2-0-0 7-0-0 4-5-0 { 7-0-0 2-0-0 Scale=1:36.8 Special 4x10= Special Special 5x5= 1 12 3 13 14 15 4 4.00 rr n IN I 2 N ;T7 m 011 8 16 7 *r_ 6 Io 3x8= 2x4 II Special 3x4= 3x8= Special Special 7-0-0 11-5-0 18-5-0 7-0-0 4-5-0 7-0-0 Plate Offsets(X,Y)-- [2:1-1-6,Edge),[3:0-7-4,0-2-01,15:0-5-2,0-1-81 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.17 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.27 7-8 >805 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.15 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH j Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied. 3-4:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 6-2-10 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1433/0-5-8,5=1429/0-5-8 Max Horz 2=55(LC 7) Max Uplift 2=-750(LC 8),5=-748(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3493/1534,3-4=-3292/1492,4-5=-3479/1527 BOT CHORD 2-8=-1328/3270,7-8=-1331/3305,5-7=-1319/3256 WEBS 3-8=-53/679,4-7=-57/675 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 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 fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=750,5=748. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)195 lb down and 276 lb up at 7-0-0,105 lb down and 138 lb up at 9-1-1,and 105 lb down and 138 lb up at 9-3-15,and 195 lb down and 276 lb up at 11-5-0 on top chord,and 332 lb down and 109 lb up at 7-0-0,82 lb down at 9-1-1,and 82 lb down at 9-3-15,and 332 lb down and 109 lb up at 11-3-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,4-6=-54,2-5=-20 Walter P.Finn PE No.22839 Concentrated Loads(Ib) MiTek USA,Inc.FL Cert 8834 Vert:3=-148(B)4=-148(B)8=-325(B)7=-325(B)14=-210(B)16=-123(B) 6804 Parke East BNd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.1eV312015 BEFORE USE. it Design valid for use only with Mileke 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 � balding design. @acing indicated Is 10 prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mire*" Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the tab rlcatlon,storage.delivery,erection and bracing of trusses and truss systems.seeANSVIPII Qualy CrNda,058.19 and 8C3/Budding Component 6904 Parke East Blvd. Safety hfeenatkarwallable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type r, Qty Ply Frank Game!-Boehme Residence-AC T14220531 J180098-1 K02 Roof Special 1 1 l I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:19 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-wSswarndBgNwEb3WjfgpNn4wxW BQ_RuE2635 W 0z9K5o 2-0-0 4-8-28-6-8 10-3-8 11-7-8 18-5-0 20-5-0 2-0-0 4-8-2 3-10-6 1-9-0 1-4-0 I 6-9-8 2-0-0 Scale=1:37,4 4x4= 4 3x5= 4x10 =- 4.00 4.00 112 ..e. 5 1.5x4 17 A111111"7`' �rar_ 3 n .� N r n. d N 2 7 1 eI4) 10 9 3x5= 3x8= 1.5x4 I' 3x4= 8-6-8 11-7-8 18-5-0 8-6-8 3-1-0 6-9-8 Plate Offsets(X,Y)-- (2:0-1-6,Edge],(6:0-5-8,0-2-0] LOA ING- -0-0 GRIP TOLL 20 .0 Plate psf) CGrip DOL 21 25 TCI 0.54 Vert(LL) -0.12 10-13 >999 240 MTT220ES 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.27 10-13 >826 180 I BOLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.04 7 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=792/0-5-8,7=79210-5-8 Max Horz 2=65(LC 11) Max Uplift 2=-469(LC 12),7=-469(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1522/873,3-4=-1191/647,4-5=-1117/643,5-6=-1098/629,6-7=-1418/721 BOT CHORD 2-10=-717/1429,9-10=-586/1319,7-9=-585/1312 WEBS 4-10=-132/410,3-10=-372/304,6-10=-332/196 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 8-6-8,Exterior(2)8-6-8 to 10-3-8,Interior(1)10-3-8 to 20-5-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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. 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=469,7=469. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6834 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 0 WARNING-Verify design para eters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiteirD connectors.this design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the balding designer must verily the applicability 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 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,seeANSDINi Qually Crh til,DSB-89 and SCSI Building Compon.nt 6904 Parke East Blvd. Safety kdomlaMonavdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qty Ply Frank Garnet-Boehme Residence-AC T14220532 J180098-1 K03 Roof Special 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:20 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-OeQI nBoFy7VnsleIH NB2v_d 15wW?jsNN H mpe2Tz9K5n -2-0-0 4-8-2 8-6-8 12-3-8 13-7-8i 18-5-0 20-5-0 2-0-0 4-8-2 3-10-6 3-9-0 1-4-0 4-9-8 2-0-0 Scale=1:37.4 4x4= 4 4.00112 5x5= 5x8= 1.5x4 S 17 18 5 N1 3 . �■� tv /I en n N 11111 — . ,n 2 _� a 7 1 e1 e VI. 8 I;r 01 o M 10 9 S 4x10= 1.554 II 3x4_ 354= 8-6-8 13-7-8i 18-5-0 8-6-8 5-1-0 4-9-8 Plate Offsets(X,Y)-- 12:0-1-2,Edge),[5:0-2-8,Edge),f6:0-5-4,0-2-81,[7:0-1-14,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.16 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.27 10-13 >825 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.23 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/1-P12014 Matrix-MSH I Weight:82 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-5 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=792/0-5-8,7=792/0-5-8 Max Horz 2=65(LC 11) Max Uplift 2=-469(LC 12),7=-469(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1520/867,3-4=-1215/655,4-5=-1149/641,5-6=-1092/595,6-7=-1640/886 BOT CHORD 2-10=-711/1426,9-10=-768/1553,7-9=-771/1547 WEBS 4-10=-127/449,3-10=-358/289,6-10=-514/326 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 8-6-8,Exterior(2)8-6-8 to 11-6-8,Interior(1)11-6-8 to 20-5-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;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. 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 fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=469,7=469. Welter P.Finn PE No.22839 MITA USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE AM-7473 ray.1O/032015 BEFORE USE. Design valid for use only with Mtiek,S)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 verify the applicability 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 stability and to prevent collapse with posstrie personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAMSIIIPII QuaWy CIISIb,DSI-89 and BCS/bolding Component 6904 Parke East Blvd. Safety erf mrattonovdtable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 1 Job Truss Truss Type I Qty Ply Frank Gamel-Boehme Residence-AC I T14220533 I J180098-1 K04 Roof Special Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:21 2018 Page 1 I D:pA6yA48j W Y?40NCpxdi 8X5zJx2j-sq_g?XptjRde UV Dvr4j HSC9F W KnUSBSXVQYCaVz9K5m -2-0-0 4-8-2 8-6-8 14-3-8 15-7-8 18-5-0 20-5-0 2-0-0 4-8-2 3-10-6 5-9-0 1-4-0 2-9-8 2-0-0 Scale=1:37.4 4x4= 4 4.0012 r 1.5x4 3 4x4= 5x14 II N r7 ►. 5 N i� N ...ggiglallIllIllIllIllbmmmm... IP. 7 c� l:: ur, 2 r A r erg- _., �IM 8 1c) 01 o 11 10 16 3x4.3x4= 4x10= 2x4 I I HTU26 3x5 8-6-8 14-3-8 15-7-8 18-5-0 i 8-6-8 5-9-0 1-4-0 2-9-8 Plate Offsets(X,Y)-- (2:0-4-1,0-1-8],]6:0-2-12,0-2-12],[9:0-0-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.16 10-11 >999 240 MT20 244/190 TCDL 7.0 1 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.25 10-11 >891 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-10 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-4 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=827/0-5-8,7=1007/0-5-8 Max Horz 2=65(LC 24) Max Uplift 2=-491(LC 8),7=-603(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1685/826,3-4=-1385/649,4-5=-1389/639,5-6=-2427/1162,6-7=-2445/1156 BOT CHORD 2-11=677/1585,10-11=-1110/2502,9-10=-1063/2427,7-9=-1002/2304 WEBS 3-11=-361/244,4-11=-180/580,5-11=-1233/665,5-10=-463/329,6-9=-375/756 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 2=491,7=603. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 15-10-4 from the left end to connect truss(es)to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-5=-54,5-6=-54,6-8=-54,2-7=-20 Concentrated Loads(Ib) Vert:16=-249(F) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev.rOd03/2015 BEFORE USE. Ili 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 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 stability and to prevent collapse with possible personal k*ay and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANS1/11II aua/yCmlerb.0.58-19 and 8C9&4 Component 6904 Parke East Blvd. Softy Mtonnofbmvailable from Truss Plate Institute.218 N.Lee Street.Suite 312,A/exarxida.VA 22314. Tampa,FL 33610 Job 'Truss Truss Type * e Qty Ply 1 Frank Game!-Boehme Residence-AC T14220534 J180098-1 K05 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:22 2018 Page 1 I D:pA6yA48jW Y?4ONCpxdi8X5zJx2j-K1 Y2CtgV UII V53n5PoE W?Pi SMjBuBnUgk4116Lz9K51 -2-0-0 4-8-2 8-6-8 15-9-8 i 2-0-0 4-8-2 i 3-10-6 j 7-3-0 Scale=1:28.7 4x4= 4 P 4.00 r 12 16 1.5x4 15 3 17 e• t 53x4 C 6 r: r ce 2 — 1N 001 w, 7 3x4= 3x4= 3x6 II 8-6-8 15-9-8 8-6-8 7-3-0 Plate Offsets(X,Y)-- [2:0-1-2,Edge1,16:0-2-4,0-1-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.10 7-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.20 7-14 >930 180 BCLL 0.0 ' j Rep Stress Incr YES WB 0.13 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 1 Code FBC2017/TPI2014 Matrix-MSH Weight:65 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 2x4 SP No.2 SLIDER Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 6=577/Mechanical,2=702/0-5-8 Max Horz 2=87(LC 8) Max Uplift 6=-274(LC 12),2=-432(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1257/788,3-4=-928/572,4-6=-917/573 BOT CHORD 2-7=-718/1177,6-7=-446/848 WEBS 3-7=-401/291,4-7=-80/382 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 8-6-8,Exterior(2)8-6-8 to 11-6-8,Interior(1)11-6-8 to 15-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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. 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. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=274,2=432. Wetter P.Finn PE No.22839 mask USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.1003/2015 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 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 stability and to prevent collapse wtth possible personal injury and property damage. For general guidance regarcing the fabrication.storage,delivery,erection and bracing of trusses and truss systems seeANSU/911 Quality CtHrb,05849 and BCS1 Bolding Component 6904 Parke East Bivd. Safety Rnfetmatbenvailab le from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type „ t 'Qty Ply Frank Gamel-Boehme Residence-AC T14220535 J180098-1 K06 Common 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:232018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-oD6QQDr7F2tMj DM HyVI IXdFeK7aZwCQgzk 1 lfnz9K5k -2-0-0 4-10-12 8-6-8 12-2-4 17-1-0 19-1-0 2-0-0 4-10-12 3-7-12 I 3-7-12 4-10-12 2-0-0 Scale=1:34.1 4x4= 4 4.00 12 eliii 1.5x4 II 16 17 1.5x4 II 3 5 a IR C7 a r d: 6 n 2v, 7 I a Z s M 3x4= B _ 3x4 3x4= 3x4= 4-10-12 12-2-4I 17-1-0 i 4-10-12 7-3-8 4-10-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.06 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.12 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:76 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 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=531/0-5-8,6=215/0-5-8,8=739/0-5-8 Max Horz 2=-65(LC 10) Max Uplift 2=-359(LC 12),6=-230(LC 12),8=-301(LC 12) Max Gray 2=531(LC 1),6=246(LC 22),8=739(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-787/453,3-4=-789/536 BOT CHORD 2-9=-318/715,8-9=-67/261 WEBS 4-8=-559/328,4-9=-321/589 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 8-6-8,Exterior(2)8-6-8 to 11-6-8,Interior(1)11-6-8 to 19-1-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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. 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. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=359,6=230,8=301. Wafter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AM-7473 row.10)039015 BEFORE USE. Design valid for use only with Ml 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 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 MI We is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance ce regarding the 6904 Parke East Blvd.fabdcatlon.storage.delivery,erection and bracing of trusses and truss systems,seeAlll IMI,GuaIyaNAe,DS-89 old 1CS/ItrgComponen/ Safely Iuomlafb/pvdklbie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC T14220536 i J180098-1 K07 Half Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:24 2018 Page 1 I D:pA6yA48j W Y?40NCpxdi8X5zJx2j-H PfpdZrlOM?DLNxU W CG_4gnoaXwzfagzBOnsBEz9K5j -2-0-0 5-8-5 10-6-14 11-11-8 2-0-0 5-8-5 4-10-9 1-4-10 Scale:1/2'=1' 3x4= 3x4= 4 5 B 4.00 FF. 3x411 3 2 ' 1 d 1 7 6 3x4= 1.5x4 I 3x4 5-8-5 10-6-14 11-11-8 5-8-5 4-10-9 1-4-10 Plate Offsets(X,Y)-- (4:0-2-0,0-2-13],(5:Edge,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:56 lb FT=200 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 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-1 oc bracing. REACTIONS. (lb/size) 2=557/0-5-8,6=427/Mechanical Max Horz 2=234(LC 11) Max Uplift 2=-358(LC 12),6=-205(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-828/371 BOT CHORD 2-7=-643/756,6-7=-643/756 WEBS 3-7=0/263,3-6=-751/555 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 10-6-14,Exterior(2) 10-6-14 to 11-9-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=358,6=205. Wafter P.Finn PE No.22839 MiTek USA,Inc.FL Cert6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE Me-7473 rev.10/9312015 BEFORE USE. 11111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an IndlNdual 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiRek' 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,seeANNI//PIl Gately DS11-89 and NCSI8uldhg Component 6904 Parke East Blvd. Safety hlonnaBonavaaable from Truss Hate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Frank Gamel-Boehme Residence-AC T14220537 J180098-1 K08 Monopitch 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:25 2018 Page 1 I D:pA6yA48jW Y?40NCpxdi8X5zJx2j-lcD BqusNng74yW W g4wnDc2K_vxGFO3G6Q2W Pjgz9K5i -2-0-0 6-2-14 11-11-8 2-0-0 6-2-14 5-8-10 Scale:112'=1' 4 T 2'. 10 4.00 12 3x4 3 10011041ftissistissiiissisiiissitiest, 2 3 PPP • . 1 6 5 5 1.5x4 3x4= 3x4= 6-2-14 11-11-8 6-2-14 5-8-10 LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.04 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.08 6-9 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.45 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:56 Ib 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 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-8 oc bracing. REACTIONS. (lb/size) 2=557/0-5-8,5=427/Mechanical Max Horz 2=259(LC 11) Max Uplift 2=-357(LC 12),5=-206(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-778/355 BOT CHORD 2-6=-523/709,5-6=-523/709 WEBS 3-6-0/265,3-5=-734/466 NOTES- 1)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 11-9-12 zone;cantilever left and right exposed;end vertical 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 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=357,5=206. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6834 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 A WARNING-Versify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M9-7473 rev.10/032015 BEFORE USE. MN Design valid for use only with MITela)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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek' is always required for stability and to prevent collapse with possble personal okay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/lP l Qualy CiMrb,DS8d9 and BCSI Bolding Component 6904 Parke East Blvd. Safely/lfonnallomvdlable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type .6 Qty Ply Frank Gamel-Boehme Residence-AC T14220538 J180098-1 K09 Common 1 1 Job Reference(optional) I Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:26 2018 Page 1 ID:pA6yA48jWY?4ONCpxdi8X5zJx2j-DonZ2Et0XzFxag55edlS9Ft91 LcU7VdGfiGzG6z9K5h -2-0-05-10-2 10-10-8 , 11-11-8 I 2-0-0 5-10-2 5-0-6 1-1-0 Scale=1:25.0 3x4= 3x4 I I 4 5 ill it 11 4.00 Fli 3x4 3 A h +� N tf 2 um 1 C t 7 6 3x4= 1.5x4 I I 3x4= 5-10-2 11-11-8 I 5-10-2 i 6-1-6 l Plate Offsets(X,Y)-- (4:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.46 Vert(CT) -0.08 6-7 >999 180 , BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH i Weight:56 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 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. REACTIONS. (lb/size) 2=557/0-5-8,6=427/Mechanical Max Horz 2=227(LC 11) Max Uplift 2=-359(LC 12),6=-204(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-812/368 BOT CHORD 2-7=-565/739,6-7=-565/739 WEBS 3-7=0/263,3-6=-738/482 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 10-10-8,Exterior(2) 10-10-8 to 11-9-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& 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. 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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=359,6=204. Wafter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 Q WARNING-Verity design parameters and READ NOTES ON MS AND INCLUDED MITEK REFERANCE PAGE 141.7473 rev.1003/1015 BEFORE USE. Nit 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 properly Incorporate this design into the overall balding 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 stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of tr uses and truss systems,seeANSVIPII OaalyCmierb,DSI-89 and tad lidding Component 6904 Parke East Blvd. Softly hrfonnaf eruvaeabte from Truss Rate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type et Qty Ply Frank Gamed-Boehme Residence-AC TI4220539 J180098-1 K10 Common 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:27 2018 Page 1 I D:pA6yA48j W Y?40NCpxdi8X5zJx2j-h_LxFauelH NoCgg3BLphiTPK4kvNs2gPuM?W oZz9K5g -2-0-0 5-10-2 10-10-8 15-10-14 21-9-0 23-9-0 2-0-0 I 5-10-2 5-0-6 5-0-6 5-10-2 2-0-0 Scale=1:41.6 4x4=- 4 4 4.00 12 " 17 1.5x4 \ 16 1.5x4// 3 5 I': 6 m 2 _...igil& A/AIIIIIIIIIIIIIIIWN—** 7 Im oo 1 "4 SCA d MI 9 8 3x4= 5x5= 3x4= 3x4= 7-6-4I 14-2-12 I 21-9-0 7-6-4 6-8-8 7-6-4 Plate Offsets(X,Y)-- (2:0-1-14,Edge),(6:0-1-14,Edgel,(9:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.12 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.20 9-12 >999 180 i BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:94 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=915/0-5-8,6=915/0-5-8 Max Horz 2=-79(LC 10) Max Uplift 2=-529(LC 12),6=-529(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1864/1006,3-4=-1656/899,4-5=-1656/899,5-6=-1864/1006 BOT CHORD 2-9=-835/1744,8-9=-506/1174,6-8=-869/1744 WEBS 4-8=-243/532,5-8=-334/292,4-9=-243/532,3-9=-334/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 10-10-8,Exterior(2) 10-10-8 to 13-10-8,Interior(1)13-10-8 to 23-9-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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. 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. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=529,6=529. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Padre East Blvd.Tampa FL 33610 Date: June 5,2018 I A WARNING-Nelly design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10032015 BEFORE USE. Design valid for use only with Weir®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 applicability 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 Ml lei' 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,seeAtW/1p11 QuaNy Clhrb,D38-89 and 1 M&Meng Component 6904 Parke East Blvd. Softly Monnafbtnvdlable from Truss Plate Institute-218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 4 Qty Ply Frank Game!-Boehme Residence-AC T14220540 .J180098-1 K11 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:28 2018 Page 1 I D:pA6yA48j W Y?4ONCpxdi8X5zJx2j-9BVJTwuG3bVep_F FI2LW EgyUK8DhbUXZ6013K?z9K5f -2-0-0 4-10-14 9-0-0 12-9-0 16-10-2 21-9-0 23-9-0 j 2-0-0 4-10-14 4-1-2 I 3-9-0 4-1-2 4-10-14 2-0-0 Scale=1:42.2 4x4= 4x7= 4 17 18 5 4.00 FIT Y mpg 1.5x4 1.5x4 v 3 6 n 41.°111111°/ d: u� 2tzlesorsitioitsitsi7 u> 1 el— r -- 175 8 ICZ 10 9 3x5= 5x8= 3x4= 3x5= 9-0-0 12-9-0 21-9-0 9-0-0 i 3-9-0 I 9-0-0 Plate Offsets(X,Y)-- [2:0-0-14,Edqe],(5:0-5-4,0-2-0],]7:0-0-14,Edge],(10:0-3-0,0-3-0] � i I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.50 Vert(LL) -0.16 9-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.35 9-16 >755 180 BOLL 0.0 * Rep Stress lncr YES WB 0.16 j Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:100 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=915/0-5-8,7=915/0-5-8 Max Horz 2=-67(LC 10) Max Uplift 2=-529(LC 12),7=-529(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-189211214,3-4=-1515/933,4-5=-1401/930,5-6=-1507/928,6-7=-1891/1214 BOT CHORD 2-10=-1048/1780,9-10=-721/1403,7-9=-1072/1780 WEBS 3-10=-411/375,4-10=-80/315,5-9=-95/317,6-9=-417/377 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 9-0-0,Exterior(2)9-0-0 to 17-0-14,Interior(1)17-0-14 to 23-9-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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. 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=529,7=529. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6804 Parke East Blvd.Tampa FL 33610 Date: • June 5,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED UREICREFERANCE PAGE Me-7473 rev.10,032015 BEFORE USE. mit Design valid for use oNy with MiTekl connectors.This design 6 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 buckling 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,ereceon and bracing of trusses and truss systems.seeAMI/IPII QuaNly Cdtdo,DSB-89 and ICJ/Building Component j 6904 Parke East Blvd. Softly IntennatIonridlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 'Job Truss Truss Type * Qty Ply I Frank Gamel-Boehme Residence-AC T14220541 J180098-1 ;K12 Hip Girder 1 1 1 j Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:29 2018 Page 1 ID:pA6yA48j W Y?4ONCpxdi8X5zJx2j-dNTigGvuqudV R8gRJms9nuVckYedKw4i LgUdsRz9K5e -2-0-0 7-0-0 10-10-8 14-9-021-9-0 23-9-0 2-0-0 7-0-0 I 3-10-8 3-10-8 7-0-0 2-0-0 Scale=1:42.2 Special 5x5_ NAILED Special NAILED 3x4= NAILED 5x5 4.00,12 3 14 154 16 17 5 a uu LI ;U ■n ,r N ri N _ 6 1 2 Me-1111 I I --.17 1;-5o mo 9 18 19 20 8 3x8 3x6= 8x8 5x5 NAILED NAILED NAILED Special Special 7-0-0 14-9-0 21-9-0 7-0-0 7-9-0 7-0-0 Plate Offsets(X,V)-- (2:0-4-6,0-1-0],(6:0-4-6,0-1-0],(8:0-2-8,0-3-8],19:0-4-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.21 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.36 8-9 >716 180 BCLL 0.0 * Rep Stress Incr NO WB 0.20 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E"Except' TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins. 3-5:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-7 oc bracing. BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1635/0-5-8,6=1640/0-5-8 Max Horz 2=-55(LC 6) Max Uplift 2=-841(LC 8),6=-842(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4145/1799,3-4=-3994/1772,4-5=-3959/1762,5-6=-4165/1803 BOT CHORD 2-9=-1589/3885,8-9=-1887/4340,6-8=-1579/3904 WEBS 3-9=-217/885,4-9=-496/343,4-8=-534/351,5-8=-217/887 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=841,6=842. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)195 lb down and 276 lb up at 7-0-0,and 195 lb down and 276 lb up at 14-9-0 on top chord,and 332 lb down and 109 lb up at 7-0-0,and 332 lb down and 109 lb up at 14-7-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,5-7=-54,2-6=-20 Walter P.Finn PE No.22839 Concentrated Loads(Ib) MiTek USA,Inc.FL Cert 6634 Vert:3=-148(F)5=-148(F)9=-325(F)4=-105(F)8=-325(F)14=-105(F)17=-105(F)18=-62(F)19=-62(F)20=-62(F) 6804 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 NT a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AN-7473 rev-10/0312015 BEFORE USE Design valid for use only with Mllek//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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing1 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek- fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSJIPII Quaff),Cando,058-89 and BCS/Bulditg ComponaM 6904 Parke East Blvd. i Safety idofmalonavaliable from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply I Frank Gamel-Boehme Residence-AC T14220542 J180098-1 L01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:31 2018 Page 1 ID:pA6yA48j W Y?40NCpxdi8X5zJx2j-ZmbS5yx8MVuDgRzgQBudsJa2gMO7otJ?o_zjxKz9K5c -2-0-0 3-0-0 5-9-4 8-9-4 10-9-4 2-0-0 3-0-0 2-9-4 3-0-0 2-0-0 Scale:1/2"=1 Special 4x10= Special NAILED 4x4= 4.00 12 3 15 4 SII ;,, 2 y w N � ' 8 16 7 6 Id 2x5= 1.5x4 NAILED 3x4 Special Special 2x5 3-0-0 5-9-4 8-9-4 3-0-0 2-9-4 3-0-0 Plate Offsets(X,Y)-- (2:0-0-6,0-0 0),(3:0-5-0,0-1-13),[5:0-0-6,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02 7-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.03 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:39 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.2 REACTIONS. (lb/size) 2=439/0-9-4,5=440/0-5-8 Max Horz 2=38(LC 5) Max Uplift 2=-297(LC 8),5=297(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-682/259,3-4=-611/250,4-5=-648/258 BOT CHORD 2-8=-174/644,7-8=-168/658,5-7=-200/601 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except fjt=lb) 2=297,5=297. 7)'NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25')toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)132 lb down and 89 lb up at 3-0-0,and 56 lb down and 110 lb up at 5-9-4 on top chord,and 90 lb down and 2 lb up at 3-0-0,and 52 lb down at 5-8-3 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,4-6=-54,9-12=-20 Concentrated Loads(Ib) Vert:3=-3(B)4=-3(B)8=2(B)7=-3(B)15=-3(B)16=0(8) Wafter P.Finn PE No.221139 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 v WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE AM-7473 rev.1a03/2015 BEFORE USE � Nu Design valid for use only with MITelen connectors.This design 8 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 buckling 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,seeAIYSVI►I Ovally Candor,DSI49 and BCM budding Compon.nt 6904 Parke East Blvd. Safely IMonna/bnavdtab1e from Truss Plate Institute.218 N.Lee Street.Suite 312,Nexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type - Qty Ply Frank Gamel-Boehme Residence-AC TI4220543! J180098-1 L02 Common 2 1 'Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 5 13:10:32 2018 Page 1 ID:pA6yA48j W Y?4ONCpxdi8X5zJx2j-2y8q I Iym7p041bY0_uPsO W 7B3IiJXKG81 ej HTmz9K5b -2-0-0 4-4-10 8-9-4 2-0-0 4-4-10 4-4-10 Scale=1:20.0 4x4= 4.00 12 13 1 14 2 4 2 o1166.- 1 1.5x4 I' 2x5= 2x5= 4-4-10 8-9-4 4-4-10 4-4-10 Plate Offsets(X,Y)-- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.03 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.04 5-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:32 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 9-4-14 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=312/0-5-8,2=448/0-9-4 Max Horz 2=60(LC 8) Max Uplift 4=-140(LC 12),2=-314(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-540/434,3-4=-530/443 BOT CHORD 2-5=-343/479,4-5=-343/479 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=132mph(3-second gust)Vasd=102mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 4-4-10,Exterior(2)4-4-10 to 7-4-10,Interior(1)7-4-10 to 8-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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. 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=140,2=314. Wetter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6634 6804 Parke East Blvd.Tampa FL 33610 Date: June 5,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED IIRTEK REFERANCE PAGE M6-7473 rev.10/03/2015 BEFORE USE. • I r Design valid for use only with Miiek2)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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' h 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,seeANSI/Ipl►OvallyC1laes,DSI-89 and ICs/luldbip Camponevt/ 6904 Parke East Blvd. softly Inibernatiserivcilable from Trus Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y 6.4_P. dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury MIIIIDimensions are in ft-in-sixteenths. I,,‘ Apply plates to both sides of truss 1 23 1. Additional stability bracing for truss system,e.g. and fully embed teeth, diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For ✓ -1/164 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I 111111111 111L\111pidWir bracing should be considered. c111141* O= 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. aill0 4. Provide copies of this truss design to the building c�-s z> cad designer,erection supervisor,property owner and For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. plates 0-1/16" from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate io.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection, the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and In all respects,equal to or better than that OOP Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING established by others9 or less,if no ceiling is installed,unless otherwise noted. . 15.Connections not shown are the responsibility of others. 4 I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. MOO reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. � �S� � 18.Use of green or treated lumber may pose unacceptable 11.. 11 environmental,health or performance risks.Consult with Industry Standards project engineer before use. • ANSI/TPI l National Design Specification for Metal Mil19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. a not sufficient. BCSI: Building Component Safety Information, TèiTek 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev, 10/03/2015