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589 COASTAL OAK LN - TRUSSES id prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor �m Schedule-- Top Chord Live Load 20.00 40.00 p.s.f. -- - Plotlb Length Product Plies Net Qty ' Top Chord Dead Load ', 7.00 10.00 p.s.f. rBM5 28-004O—onCENTER®LVL 2.0E 1 3/4"x 20" 2 2 BM2 22-00-00 onCENTER®LVL 2.0E 1 3/4"x 24" 2 2 Bottom Chord Live Load I 0.00 0.00 p.s.f. BM6 22-00-00 onCENTER®LVL 2.0E 13/4"x 20" 2 2Bottom Chord Dead Load 10.00 5.00 p.s.f. M7 ---1-400-00 CENTER®LVL 2.0E 13/4"x 20" 2 2 —_-___---._----___._ --..__ -_ , — --[ Total Load i 37 55 p.s.f. tict er Schedule —QtyDuration Factor 1-1.25 1.00 6 42 Building Code FBC 2014 RES 48 1 412 1 Wind Standard ASCE 7-10 THA422 28 Wind Speed 130 m.p.h. THA422-2 3 Wind Usage RES.CAT II NOTES: Building Exposure B OVERHANGS ARE TO BE FRAMED ON Building Type Closed _ SITE. NOTE ORIGINAL PLANS CALL FOR 16" pisthe anappr prity atofrheectionfrng ssesor tosupportiect to provide an appropriate connection for trusses to supporting FLOORS. 20" FLOORS PER CUSTOMER. structure per react ions shown on truss engineering.Special considerations for mechanical equipment and/or plumbing(and ONE ADDITIONAL TREAD REQUIRED their connections)in truss space must be diagrammed bythe builder an approved truss layout prior to fabncaton. FOR STAIRS. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 MASTER SUITE HIP VAULT TO BE (sections 6.0 and 7.0).Accordingly.it disclaims any responsibilities for the the construction design.drawings, FRAMED ON SITE. documents including the installation and bracing of trusses manufactured py Manning Building Supplies. Warning: Conventional framing.erection and/or permanent bracing is not the responsibility of the truss designer.plate manufacturer.or truss manufacturer.Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection;and permanent bracing which may be required in specific applications.See"Bracing wood trusses commentary y� and recommendations(BCSI 1-03)for further information. 2 Trusses shall be installed in a straight and plumb position. SAS Where no sheathing is applied directly to the top and/or bottom chords,they shall be braced as specified on the engineered design.Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. APP.—d b.-larre—byFlo icier.l TRUSS 1 -1-1451e15- lir 20" ( 6 VT BRO. Typical Truss 'End Engineer of Record: Jeffrey K. Hulsberg - FL PE #33152 11481 Old St.Augustine Rd#202, — Jacksonville,FL 32258 Manning Building Supplies, INC. 11155 Philips Parkway Dr.E. Jacksonville,FL32256 Phone:(904)268-8225 t Fax:(904)260-2981 WWN.iBS-CORP.COM I JAXTRUSS,©MBS_CORP.COM stonier. Riverside Homes .6 Martie: — — - --- -- - Giusti Residence t of grSubd"w-- — ---- - 89/ / a+.: • By: .Fob Number.— — JX ON-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 N.T.S. 1/9%2017 AC J160877 All claims for error or defective material must be made within 5 days of receipt of goods a OFFICE COPY dg ---- ISI 60400 {3-0000 20.10-001 _ 19-02-00_----- N a41`=((3)c.. f DOt(10) mD j RJ 4 BALCONY FRAMED ON SITE 0 c3E • rn D� �D N t �m v^, m0 1 .0 171 • X \ A04 ...<i',/;_'i': 1_•L_L 1 GGI'11.LJJ_.G_ N' Q //'I '1i A06 ;1%- ' '^/ f~ ��?' ' . 8 ° SHIFT RECESSED LIGHT ! I 111110 _=. I 1 J10 -U L ./�.A/-L4_Ge.'-'-i_,_4 L.<J-.'J GL:.1L/!�t • �—__ 0 S e W Ft2(3) 1- ILL LL N- F17(a A, 1 2 111 ,l 1 iI I / I l I 1 I I 4,1 r § r. Z Z € Z. § _FOa(3)__ i ':/// // [CEDGER j I -" > •- : -- 5A9-00 A07 / A08 :1 - :i ti_t., i1iv g BALCONY FRAMED ON SITE • l[; 50113 § s t — — I 1 CO2 / �\ _ J02 "012 3 JO' 100 e. r L 4 �V +. 21-00-00 --- 4_ 6.06430 80600 { 5-08-00 { 21-10-00 { 1- 57-0400 t FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638.... BLUELINX ON-CENTER-LVL 1899.31 ... BLUELI ld prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor Top Chord Live Load 20 40 p.s.f. Top Chord Dead Load 7 10 p.s.f. Bottom Chord Live Load 0 0 p.s.f. Bottom Chord Dead Load 10 j 5 p.s.f. Total Load 37 55 p.s.f. Duration Factor 1.25 1.00 Building Code FBC 2014 RES Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT II Building Exposure B Building Type Closed NOTE It is the responsibility of the building designer or architect to provide an appropriate 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 fabricaton. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0).Accordingly,it disclaims any responsibilities for the the construction design,drawings. documents including the installation and bracing of trusses manufactured by Manning_Building Supplies. 44 Warning: Conventional framing,erection and/or permanent bracing is not the responsibility of the truss designer,plate manufacturer,or truss manufacturer.Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection:and permanent bracing which may be required in specific applications.See"Bracing wood trusses commentary and recommendations(BCSI 1-03)for further information. Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top and/or bottom chords.they shall be braced as specified on the engineered design.Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. 3 • d Engineer of Record: Jeffrey K. Hulsberg - FL PE #33152 11481 Old St.Augustine Rd#202, Jacksonville,FL 32258 Manning Building • Supplies, INC. 11155 Philips Parkway Dr.E. Jacksonville,FL 32256 Phone:(804)268 8225 Fax:(904)260-2981 WMBS-CORP.COM LWWJAXTR USSQQMBS-C OR PCOM — ustome ? r. Riverside Homes a Name: Giusti Residence kWSubdiv 89/ / Scab: gale: Drawn By Job Number '4X ON-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 N.T.S. 12/27/2016 AC J160677 All claims for error or defective material must be made within 5 days of receipt of goods a OFFICE COPY40-05-08 19-02-00 ✓8 q N J1414) h o tie, 220 '' J19 21 J16 .1 35 1 2 Ii i 3 — 1 ! '!p' 1 1 / i 1 ' 1 E / � ! `. t. J — I 35 :c1. 1 01 --- +:61 I L . . . ,--K.340 1-. i ( 0 K, 35 F • 1I Ot : ' C3 � �1 r.. r. _ ....._._rc r% i c J30 4,4 � ,� 6 ^------'-----12-11-06-------1 n�'L -9an9i116 -.'.. ri g , ✓ ib sq, 2-00{} --- 21-0600 42-00 21-10-00 FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638.... BLUEUNX ON-CENTER-LVL 1899.31 ... BLUELII Builder: rBilliell Job Information Riverside Homes 12276 San Jose Blvd., Ste 120 Eian: 16Lney ICE COPY Designer: Ashley Casey Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Giusti Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 01/10/17 589 Coastal Oak Lane Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP I BOT ID SPAN SPAN TOP[BOT LEFT 1 RIGHT LEFT I RIGHT LEFT I RIGHT 1 5.00 3.00 A01 15-00-00 15-00-00 ;2 X 4 2 X 4 03-04-03 I 3 5.00 3.00 A02 15-00-00 15-00-00 2 X 4 2 X 4ti 04-01-05 illititi 5 5.00 3.00 A03 14-05-00 14-05-00 2X 4 2 X 4 04-01-05 ® 1 5.00' 0.00 A04 14-05-00 14-05-00 2 X 4 2 X 4 - 06-10-06 .___r dei 5 5.00 0.00 A05 14-05-00 14-05-00 2 X 4 2 X 6 { 06-11-15 gagil 1 5.00 0.00 A06 14-05-00 14.05-00 2 X 412 X 6 06-11-15 ® 1 5.00 1 0.00 1 A07 14-05-00 14-05-00 2 X 4'2 X 8 - - _- ----- ----- 05-07-11 2 5.00 0.00 A08 14-05-00 , 14-05-00 2 X 4 2 X 4 I 05-07-11 iiilifi 1 5.00 0.00 B01 16-00-00 18-00-00 2 X4 2 X 4 I-- -- .. --- - ! - 03-10-13 ® 4 5.001 0.00 B02 16-00-00 ' 18-00-00 2 X 4 2 X 4 0403-13 1 5.00 0.00 C01 21-00-00 21-00-00 2X4 2X4 04-02-03 6:15M1,15 5.00 0.00 CO2 21-00-00 21-00-00 2 X 4 2 X 4 05-00-03 ® 5 5.00 0.00 CO3 21-00-00 21-00-00 '2 X 42 X 4 05-07-11 ® 10 3.00 0.00 001 09-10-08 09-10-08 2 X 4.2 X 4 --__ 03-02-02 PI 3 3.00 0.00 E01 03-04-00 03-04-00 2 X 4 2 X 4 , 01-06-08 2 3.00 0.00 E02 11-06-08 11-06-08 2 X 4 2 X 4 03-07-02 2 Ply 3.001 0.0-01 FG01 11-06-08 11-06-08 2 X 4 2 X 8 01-08-00 ® 1 5.00 i 0.00 GO1 19-02-00 19-02-00 2 X 4 2 X 4 ----_--- I 04-07-01 ® 1 5.00' 0.00 002 19-02-00 19-02-00 2 X 4 2 X 4 1 05-05-01 1 5.00 0.00 H01 29-08-00 29-08-00 2 X 6 2 X 8 03-07-15 1 6.00 0.00 H02 29-08-00 29-08-00 2 X 4 2 X 4 04-05-15 W 1 5.00 0.00 H03 29-08-00 29-08-00 2 X 4 2 X 4 05-03-15 1 5.00 0.00 H04 rt 35-00-00 35-00-00 2 X 4 2 X 4 - 06-01-15___-_ 01 1 5.00 0.00 H05 35.00-00 35-00.00 2 X 4 2 X 4 Builder: frill Job Information Riverside Homes 12276 San Jose Blvd., Ste 120 Job#: J160677 Jacksonville, FL 32233 File#: (904) 503-7055 Salesman:Scot Burney Designer: Ashley Casey Manning Building Supplies PAGE 2 I Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Giusti Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 01/10/17 589 Coastal Oak Lane Del. Date: / / Atlantic Beach, FL 32233 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 I 5.00 0.00! H06 35-00-00 35-00.00 2 X 4,2 X 407-09-15 1 5.00 0.00 H07 38.08-00 36-08-00 2 X 4 2 X 4 -- 08-00-07 - 1 5.00 0.00 H08 36-08-00 36-08-00 2 X 4 2 X 4 08-00-07 15.00 0.00 H09 36-08-00 36-08-00 2 X 4 2 X 4 08-00.07 1 5.00 0.00 H10 38-08.00 36-08-00 2 X 4,2 X 4 --- 08-00.07 1 5.00 0.00 H11 _ 36 08-00 38-08-00 2 X 4 2 X 4 -- ,� -------- 07-03-10 0-11(11/1 1 5.00 0.00 1112 - X36-08.00 36-08-00 2 X 4 2 X 4 06.055-10 1 - - - - - --I IP2 y 0.00 0.00 H13 36-08.00 36-08-00 2 X 6 2 X 8 05-07-02 rt -_----5 5.00 0.00 J01 07-00.00 ; 07-00-00 2 X 4 2 X 4 -o --- 04.02-03 -- -----j _ 4 5.00 0.00 J02 05.00.00 05-00-00 2 X 4 2 X 4--- 03-04-03 _ 4 5.00 0.00 J03 03-00-00 03-00-00 2 X 4 2 X 4 02-06-03 C__- 4 5.00 0.00 J04 01-00-00 01-00-00 2 X 4 2 X 4 I 01-08-03 iSi2 2 3.54 0.00 J05 09-07-01 109-07-01 2 X 4 2 X 4 00-00.06 - 04-01-01 1 iSC: 2 3.54 0.00 J06 09-10-01 09-10-01 2 X4 2 X4 0 04-01-15 4 5.00 0.00 J07 05-00-00 05-00-00 2 X 4 2 X 4 03-00-13 e 4 5.00 0.00 J08 03-00-00 03-00-00 2 X 4 2 X 4 02-02-13 4 5.00 0.00 J09 , 01-00-00 101-00-00 2 X 4 2 X 4 � 01-04-13 _ 2 5.00 0.00 J10 07-00-00 07-00-00 2X4 2X4 - ----- - --- - 1 03-10-13 2 3.54 0.00 J11 09-07-01 09-07-01 2 X 4 2 X 4 00-00-06 I 03-09-12 dC:1‹ 2_- 3.54 0.00 J12 09-10-01 09-10-01 2 X 4 2 X 4 00-00-06 -- -� 03-10-10 3 5.00 3.00 J 13 05-08-00 05-08-00 '2 X 4 2 X 4 --_ -- _ _ I 03 04-03 4 5.00 0.00 J14 07-00-00 07-00-00 2 X 4 2 X4 04-07-01 1 5.00 0.00 J15 05-02-02 l 05-02-02 2 X 4 2 X 4 03-09-15 I 5.00 0.00 J16 03-02-02 03-02-02 2 X 4 2 X 4 02-11-15 Builder: Job Information Riverside Homes 12276 San Jose Blvd., Ste 120 11 Eean:: : ney Designer: Ashley Casey Manning Building Supplies PAGE 3 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Giusti Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 01/10/17 589 Coastal Oak Lane ' Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet -► - Truss Level: PROFILE QTY PITCH BASE OM LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT ■ PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 5.00 0.00 J17 01-02-02 01-02-02 12 X 4 2 X 4 02-01-15 1 5.00 0.00 J18 04-11-14 04-11-14 '2 X 4 2 X 4 - _ 03.09-01 e5.00 0.00 J19 02-11-14 02-11-14 2 X4 2 X 4, --- 02-11-01 __-I r 1 5.00 0.00 J20 00-11-14 00-11-14 2 X 4I 2 X 4 02-01-01 2 5.00 0.00 J21 05-00-00 05-00-00 2 X 4_2 X 4 _03.09-01 - - 5.00 0.00 J22 03-00-00 03-00-00 2 X 4 2 X 4 -�- 02-11-01 -__._._ 5.00 0.00 J23 01-00-00 01 00-00 2 X 4 2 X4 02-01-01 6� 3.54 0.00 J24 09-08-14 09-06-14 2 X 4 2 X 4 _-- 00-00 06 04-05-15 6� 3.54 0.00 J25 09-10-01 09-10-01 2 X 4 2 X 4 00-00-08 04.06-13 redc0.00 J26 09.07-01 009.01-00743-0101,112 9-07-01 �� 00-00.067 0405-15 6� 0.00 J27 09-10-01 09-10-01 ME 00-00.05 I 0408.13 5.00 0.00 J28 07-00-00 07-00-00 .2X4 I 04.07-15 lC 5.00 0.00 J29 05-00-00 05-00-00 2 X 4,2 X 4MEI 03.09-15 5.00 0.00 J30 03-00-00 03-00-00 2 X 4!2 X 4 02-11-15 5.00 0.00 J31 01-00-00 01-00-00 2 X 412 X 4 -- -- 02-01-15 111 3.54 0.00 J32 09-07-01 09-07-01 2 X 4 2 X 4 00-00-06 0406-13 -� 3.54 0.00 J33 09-10-01 09-10-01 2 X 4 2 X 4 00-00-06 I 04-07-11 5.00 0.00 J34 05-00-00 05-00-00 En - --- - 02-09-15 10 5.00 0.00 J35 03-00-00 03-00-00 __ __ 01-11-15 g 10 5.00 0.00 J36 01-00-00 01-00-00 - - T-- 01-01-15 11!3 3.54!-_0.00 J37 06-09-02 06-09-02 00-00-06 - - 02-08-13 . ... 3 3.54 0.00 J38 07-00-02 07-00-02 E 00-00-06 � 02-09-11 1 3.54 0.00 J39 06-09-02 06-09-02 In 2 X 4 _ 1 02-08-13 1 3.54 0.00 J40 07-00-02 07-00-02Mil 2 X 4 1 02-09-11 I Builder: Job Information I Riverside Homes 12276 San Jose Blvd., Ste 120tr Job#: J160677 Jacksonville, FL 32233ill ill File#: (904) 503-7055 Salesman:Scot Burney Designer: Ashley Casey Manning Building Supplies PAGE 4 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Giusti Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 01/10/17 - 589 Coastal Oak Lane Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet I Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP I BOT LEFT I RIGHT LEFT I RIGHT LEFT I RIGHT 12 5.00 0.00 J41 07-00-00 07-00-00 2 X 4 2 X 4 1 l 03-07-15 ' 1 2 5.00 0.00 J42 05-00-00 05.00-00 2 X 4 2 X 4 -_-- 02-09-15 1 3.54 0.00 J43 09-07-01 09-07-01 2 X 4 2 X 4 00.00-08 -- 03.08-13 1 ' 3.54, 0.00 J44 09-10-01 09-10-01 2 X4 2 X4 00-00-06 03-07-11 ® 19 5.00 0.00 J45 09-08.00 09-06-00 2 X 4 2 X 4 05-07-10 - 1 5.00 0.00' KO1 12-11-08 12-11-08 2 X 4 2 X 4 02-09-15 1 5.00 0.001 K0212-11.08 12-11-08 2 X4 2 X4 03-05-05 1 5.00 0.00 KC3 12-11-08 12-11-08 2 X 4'2 X 4 02-09-15 ® 1 5.00 0.00 LO1 21-06-00 21-06-00 2 X 4 2 X 4 04-07-15 ® 1 5.001 0.00 L02 21-06-00 21-06-00 2X4 2X4 0545-15 FLOOR QTY DEPTH BASE 0/A END TYP= INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT [1:3:0:021:12:1 01-08-00 E 3 1 P01 15-03-00 15-03-00 1 01-08-00— i IIIi 1 F02 03-06-00 03-06-00 :III 01-08-00-- -- — --.-- ----- 2. F03 03-02-08 03-02-08 Eelm 1 F04 03-09-12 03-09-12 E 3 6,1„■— 01-08-00 -- '�— - - 1 F05 07-03-08 07-03-08 C W—T W 01-08.00 3F06 08-06-00 08-06-00 -how 01-08-00 1 F07 08-02-08 08-02-08 1 01-08-00 ® 2 Ply F08 23-09-00 23-09-003 01-07-10 ® 01-08-00 ----._ -- --_— ------_— ___ — = 1, F09 23-09-00 23-09-00 -- ® 01-08-00 — — ---_ — -- 1 F10 23-09-00 23-09-00 t 1 01-08-00 -- - — --- -- ® 2 Ply -01 15-07-12 15-07-12 -- -- —-- ® 01-08-00 ---- — 3 F12 15-07-12 15-07-12 • 1 Builder: Job Information Riverside Homes 12276 San Jose Blvd., Ste 120tri Job#: J160677 ll Jacksonville, FL 32233 File#: (904)503-7055 Salesman:Scot Burney Designer: Ashley Casey Manning Building Supplies PAGE 5 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Giusti Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 01/10/17 589 Coastal Oak Lane ' Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet Truss Level: FLOOR QTY DEPTH BASE 0/A END TYP INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT (RIGHT SIZE I LOCATION LEFT I RIGHT LEFT I RIGHT 01 F-08-00 — --® --1 13 01-08-04 01-08-04 ® 01-08-00 1 F14 16-11-04 16-11-04 �'; grA105 MOM 01-08-00 --- 1 F16 10-04-04 10-04-04 1=25. 01.08-00 C a 1 F18 36-02-12 36-02-12 ______ 01-08-00 —_ — -- -- — 8 F17 36-02-12 36-02-12 01-08-00 1F18 36-02-12 36-02-12 r 3 --1,- Lii 0,2 . 01-08-00 ——.—.— - -- ---�— 1 F19 07-02-08 07-02-08 C 3 ! I TEMS (QTY PLY ITEM TYPE SIZE LENGTH NOTES FT-IN-16 1 3 SS-LMATL BM2-onCENTER®LVL 2.0E 1 3/4"x 20"- 22-00-00 1 2 SS-LMATL BM5-onCENTER®LVL 2.0E 1 3/4"x 20"- 28-00-00 1 2 SS-LMATL _ BM6_onCENTER®LVL 2.0E 1 3/4"x 20"- 22-00-00 1 — 2 SS-LMATL - _-- BM7_onCENTER®LVL 2.0E 1 3/4"x 20"- _�— 14-00-00 --— — -- 1 _-- Hanger ---_ HGUS412 1 Hanger HGUS48 - ---- --_ — 48 Hanger — HTU26 _— --- 30 Hanger THA422 3 Hanger THA422-2 MANNING BUILDING SUPPLIES Ashley Casey 1/9/2017 9:38 AM 11155 Phillips Pky Dr E NOT SET Jacksonville Florida 32256 904-268-8225 Doma Sizers'©2011-2016 BlueLinx Corporation Version:16.0.0.8 Project: J160677-FLOORS MemberlD: BM5-FLOORS Usage: BEAM Max Deflection: LL=U480 TL=U360 '>1/2.. -565psi -;65psi l• 26'2" (25'9 1/2"Clear) LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=15.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location' # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Concentrated(lbs) FP 3431.1 2355.1 100% 0 19'1 3/4" From member'BM6',Brg 1 -BM6 2 Uniform(plf) 40.0 29.1 100% 0 0' 26'2" RAILING Uniform(plf) 18.48 0 0' 26'2" Self Weight FP=Front Ply(side or top);if blank,all plies are assumed to be loaded equally. 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (lbs) 1 2 Max Reaction 1686 3276 Max 100% 1013 2104 Min Reaction 1054 1552 Min 100% 381 381 DL Reaction 673 1172 Min Bearing 1.50" 1.66" [Based on bearing stress below] Brg Stress(psi) 565 565 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 3165 1 25'11 1/4" 21 13300 100% 0.24 M(ft-lbs) 21556 1 19'1 3/4' 21 54424 100% 0.40 LtRn(lbs) 1686 0 0' 21 6921 0.24 RtRn(lbs) 3276 0 26'2' 21 10876 0.30 LLDefl(") 0.30 1 13'01/2" 21 0.65 U1038 TLDefI(") 0.48 1 13'01/2' 21 0.87 U658 USE: onCENTER LVL 2.0E 1 3/4" x 20" 2 Plies onCENTER® LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 31/2"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). Add a cluster of(2)0.162"x 3112"nails at concentrated load located at 19'1 3/4".Cluster to be 1 nail on each side of concentrated load 2"away from hanger flange and at center of beam depth on the front face. NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 5.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 6.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 7.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 8.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES Ashley Casey 1/9/2017 9:38 AM 11155 Phillips Pky Dr E NOT SET Jacksonville Florida 32256 904-268-8225 Doma SizerTM©2011-2016 BlueLinx Corporation Version:16.0.0.8 Project: J160677-FLOORS MemberlD: BM6-FLOORS Usage: BEAM Max Deflection: LL=1/480 TL=11360 3 1/2" 4" -565psi 1000psi I 20' 10 5/8"(20'6 7/8"Clear) LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=15.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location' # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Span Carried(psf) BP 55.0 40.0 100% 0 0' 6'7' 3'2 1/2"s.c.-F01-F03 2 Concentrated(lbs) BP 1584.0 1152.0 100% 0 7'7' F08 3 Span Carried(psf) BP 55.0 40.0 100% 0 8'7" 11'11 1/4' 0's.c.-F09-F10 4 Concentrated(lbs) 2074.0 1508.4 100% 0 12 9 3/4" F11 5 Span Carried(psf) 55.0 40.0 100% 0 13'9 5/16' 20'10 5/8' 15'7 3/4's.c.-F12-F14 6 Uniform(plf) 40.0 29.1 100% 0 0' 20'10 5/8' RAILING Uniform(plf) 18.48 0 0' 20'10 5/8" Self Weight BP=Back Ply(side or top);if blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max Reaction 3431 5088 Max 100% 2355 3560 Min Reaction 1076 1528 Min 100% 2355 3560 DL Reaction 1076 1528 Min Bearing 1.74' 1.94" [Based on bearing stress below] Brg Stress(psi) 565 750* ['Based on member brg stress) DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 4220 1 20'8 5/8' 21 13300 100% 0.32 M(ft-lbs) 25348 1 12'9 3/4' 21 54424 100% 0.47 LtRn(lbs) 3431 0 0' 21 6921 0.50 RtRn(lbs) 5088 0 20'10 518" 21 10500 0.48 LLDefl(") 0.28 1 10'5 3/16' 21 0.52 L/881 TLDefl(") 0.41 1 10'5 3/16' 21 0.70 L/614 HANGERS (Simpson) Allow Header(See Note 6) Fasteners R HGUS414 8610 onCENTER LVL 2.0E 1 3/4"x 20'@ 2 Plies Face:(66)10d Common;Member:(22)10d Common USE: onCENTER LVL 2.0E 1 3/4"x 20" 2 Plies onCENTER® LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3 1/2"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 5.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 6.Header type and size(must be designed separately)entered by user and shown for the purpose of hanger selection. 7.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 8.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 9.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES Ashley Casey 1/9/2017 9:38 AM 11155 Phillips Pky Dr E NOT SET Jacksonville Florida 32256 904-268-8225 Doma SizerTM'©2011-2016 BlueLinx Corporation Version: 16.0.0.8 Project: J160677-FLOORS MemberlD: BM7-ROOF Usage: BEAM (Roof) 0 Max Deflection: LL=U480 TL=U360 Slope: 5/12 3 1/2" i 1,2' -565psi -5(,,ps! I 12'8"(12'4 1/2"Clear) LOADS Project Design Loads:Roof:Live=40.0 psf,Dead=-3.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location' # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Uniform(plf) 65.0 47.3 125% 0 0' 12'8" WALL 2 Uniform(plf) 123.0 66.5 125% 0 0' 12 8" JACKS ABIOVE 3 Concentrated(lbs) FP 2555.0 1381.1 125% 0 6'11 3/4" H01 4 Partial(plf) 546.0 295.1 125% 0 8'0 3/4" 12'8" H02-H03 Uniform(plf) 18.48 0 0' 12'8" Self Weight FP=Front Ply(side or top):if blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (lbs) 1 2 Max Reaction 2978 4900 Max 125% 1588 2593 Min Reaction 1390 2307 Min 125% 1588 2593 DL Reaction 1390 2307 Min Bearing 1.51" 2.48" [Based on bearing stress below) Brg Stress(psi) 565 565 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 3284 1 12'61/4" 41 16625 125% 0.20 M(ft-lbs) 15569 1 6'11 3/4" 41 68030 125% 0.23 LtRn(Ibs) 2978 0 0' 41 6921 0.43 RtRn(lbs) 4900 0 12'8" 41 6921 0.71 LLDefl(") 0.05 1 6'4" 41 0.34 U3047 TLDefl(") 0.10 1 6'4" 41 0.46 L/1624 USE: onCENTER LVL 2.0E 1 314" x 20" 2 Plies onCENTER® LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 31/2"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 5.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 6.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 7.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES Ashley Casey 1/9/2017 9:38 AM 11155 Phillips Pky Dr E NOT SET Jacksonville Florida 32256 904-268-8225 Doma Sizer1'©2011-2016 BlueLinx Corporation Version:16.0.0.8 Project: J160677-FLOORS MemberlD: BM2-Floors Usage: BEAM Repetitive Incr: Yes Max Deflection: LL=1/480 TL=U360 5 1/2" i 1/2 -565psi .-56Spsi I 21'4 1/2"(20' 11"Clear) LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=15.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location' # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Uniform(plf) 125.0 90.9 100% 0 0' 21'4 1/2" WALL 2 Partial(plf) 125.5 67.8 125% 0 6'2 1/8' 15'3 7/8" JACKS ABOVE 3 Span Carried(psf) FP 55.0 40.0 100% 0 0' 5 4 7/8" 10'4 1/4's.c.-F14-F16 4 Span Carried(psf) FP 55.0 40.0 100% 0 5 4 7/8' 21'4 1/2" 12'8 1/4's.c.-F17&F18 5 Span Carried(psf) BP 65.0 47.3 100% 0 0' 21'4 112" 10's.c.-BALCONY 6 Trapezoidal(plf) 15.5 89.0 8.4 48.1 125% 0 0' 6'3 15/16" CORNER JACKS ABOVE L 7 Trapezoidal(plf) 88.5 15.5 64.4 11.3 100% 0 14'3 7/8' 21'4 1/2" CORNER JACKS ABOVE R 8 Concentrated(lbs) 380.0 205.4 125% 0 0'3 7/8' HIP JACK#1 9 Concentrated(lbs) 380.0 205.4 125% 0 21'2 1/8" HIP JACK#2 Uniform(plf) 27.72 0 0' 21'4 1/2" Self Weight FP=Front Ply(side or top),BP=Back Ply(side or top);if blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (lbs) 1 2 Max Reaction 9825 10103 Max 100% 6045 6392 Max 125% 659 551 Min Reaction 3121 3160 Min 100% 6045 6392 Min 125% 659 551 DL Reaction 3121 3160 Min Bearing 3.09" 3.22" [Based on bearing stress below) Brg Stress(psi) 565 565 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 7811 1 21'1 3/4" 21 19950 100% 0.39 M(ft-lbs) 50097 1 10'8 1/4" 21 84900 100% 0.59 LtRn(lbs) 9166 0 0' 21 16314 0.56 See Note 4 RtRn(lbs) 9552 0 21'4 1/2" 21 16314 0.59 See Note 4 LLDefl(") 0.39 1 10'8 1/4" 21 0.53 U653 TLDefI(") 0.59 1 10'8 1/4" 21 0.71 1/437 USE: onCENTER LVL 2.0E 1 3/4" x 20" 3 Plies onCENTER® LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3 112"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). Specified attachment is from each face.Offset fasteners on the back face so they are halfway between fasteners on the front face. NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Supports'section above. 5.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.Design assumes a 4%increase in bending stress for repetitive member use. 8.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 9.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 10.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). ,. ,1.:e . —_. mit Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTekg1 RE: J160677 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Riverside Homes Project Name: Giusti Residence Model: Lot/Block: 89 Subdivision: Address: 589 Coastal Oak Lane City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Jeffrey Hulsberg License #: 33152 Address: 11481 Old St. Augustine Rd. #202 City: Jacksonville State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph • Roof Load: 37.0 psf Floor Load: 5.5.0 psf This package includes 101 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. -5oo� Z Z No. Seal# Truss Name Date 'No. Seal# Truss Name Date T H d o o W 1 T10183670 F01 0 o E 4 a _ - _ - - -- - l 1/9/17 18 71 01 83687F18 1/9/17 A � ...6 � � �.. 2 T10183671 F02 1/9/17 19 T10183688 F19 1/9/17 E m cc ' J --i, O t H d O O 3 T10183672 F03 1/9/17 20 T10183689 FG01 1/9/17 C' o > w cc K 4 710183673 F04 1/9/17 21 1710183690 A01 1/9/17 o -- 22 E o o N 5 T10183674 F05 1/9/17 22 I T10183691 A02 1/9/17 a > s W W z z -_-__ V) c c ._ _ Z Z Q w 6 T10183675 F06 1/9/17 23 T10183692 A03 1/9/17 '" S 7 T10183676 F07 1/9/17 24 T10183693 A04 1/9/17 1 o,.! o 1 it N o 0 8 T10183677 F08 1/9/17 25 T10183694 A05 1/9/17 I ❑ • 0 9 T10183678 F09 1/9/17 26 T10183695 A06 1/9/17 - • d Li o o • d ze, 10 T10183679 F10 1/9/17 27 T10183696 A07 1/9/17 ( 0a'-`6' ola 11 T10183680 F11 11/9/17 28 T10183697 A08 1/9/17 1 o E 2 o Vit' 2E'N 12 1T10183681 F12 1/9/17 29 T10183698 B01 1/9/17 a 3 o W - N W?M 13 710183682 F13 1/9/17 30 710183699 602 1/9/17 = d o z a, o o c) i=" 14 J10183683 F14 1/9/17 131 T10183700 CO1 1/9/17 • g, o o ' w E 3 15 710183684 F15 1/9/17 I32 710183701 CO2 1/9/17 o i; a W o 116 1110183685 F16 1/9/17 33 710183702 CO3 1/9/17 co • d a a z _w 117 T10183686 F17 1/9/17 134 T10183703 D01 1/9/17 a . o 43 0 0 .- _=-> ,,,` 111111///11, The truss drawing(s) referenced above have been prepared by MiTek ,ANO% �vL'US. LE .'i,,• USA, Inc. under my direct supervision based on the parameters ,�� .•...�G E NSF'••, ,•. • provided by Manning Building Supplies. • No734869 Truss Design Engineer's Name: Lee, Julius = * My license renewal date for the state of Florida is February 28, 2017. _ : �-o: I :Cc 1 IMPORTANT NOTE: The seal on these truss component designs is a certification �:� OF � •,LL1,, that the engineer named is licensed in the jurisdiction(s)identified and that the •_•‘'‘.•� i O • P,.` ,�. designs comply with ANSI/TPI 1. These designs are based upon parameters e F ' 0 R 1 shown(e.g.,loads,supports,dimensions,shapes and design codes),which were .i,s ........ ��%• given to MiTek. Any project specific information included is for MiTek's customers ,ell 0NAl1 os‘, file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design Julius Lee PE No.34869 parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: January 9,2017 Lee,Julius 1 of 2 RE: J160677 - Site Information: Customer Info: Riverside Homes Project Name: Giusti Residence Model: Lot/Block: 89 Subdivision: Address: 589 Coastal Oak Lane City: Atlantic Beach State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 35 1T10183704 E01 1/9/17 78 T10183747 J27 1/9/17 36 T10183705 E02 1/9/17 79 T10183748 J28 1/9/17 137 1710183706 1G01 11/9/17 180 17101837491 J29 1 1/9/17 1 138 1710183707 1G02 11/9/17 181 11101837501J30 1 1/9/17 139 1710183708 I H01 1 1/9/17 182 1710183751 1J31 11/9/17 40 T10183709 H02 1/9/17 83 T10183752 J32 1/9/17 41 T10183710 H03 1/9/17 84 T10183753 J33 1/9/17 142 T10183711 I H04 1 1/9/17 185 T10183754 J34 1 1/9/17 143 T101837121 H05 1 1/9/17 186 T10183755 J35 1 1/9/17 144 T10183713 I HO6 11/9/17 187 T10183756 J36 11/9/17 45 T10183714 IHO7 11/9/17 88 T10183757 J37 1/9/17 146 T101837151 H08 1 1/9/17 189 T10183758 J38 1 1/9/17 147 T10183716 1 H09 1 1/9/17 190 T10183759 J39 1/9/17 48 110183717 H10 1/9/17 191 T10183760 J40 1/9/17 149 T101837181 H11 1 1/9/17 92 T10183761 J41 1/9/17 150 110183719 1 H12 1/9/17 93 T10183762 J42 1/9/17 151 T10183720 H13 1/9/17 94 T10183763 J43 1/9/17 52 T10183721 1J01 11/9/17 95 T10183764 J44 1/9/17 ;53 110183722 1J02 11/9/17 96 T10183765 J45 1/9/17 154 T10183723 J03 1 1/9/17 97 T10183766 KO1 1/9/17 55 T10183724 J04 1/9/17 98 110183767 K02 1/9/17 156 110183725 J05 1 1/9/17 99 7101837681 K03 1/9/17 157 T10183726 J06 1 1/9/17 100 ,1101837691 L01 1/9/17 158 T10183727 J07 11/9/17_ 101 11101837701 LO2 1/9/17 L59 T10183728 J08 I 1/9/17 60 T10183729 J09 1/9/17 61 T10183730 J10 1 1/9/17 62 1710183731 J11 11/9/17 63 1T10183732 J12 1/9/17 64 T10183733 J13 1/9/17 65 110183734 J14 1/9/17 66 T10183735 J15 1/9/17 67 T10183736 J16 1/9/17 68 T10183737 J17 1/9/17 69 110183738 J18 1/9/17 70 T10183739 J19 1/9/17 71 T10183740 J20 1/9/17 J 72 T10183741 J21 1/9/17 73 T10183742 J22 1/9/17 I 74 T10183743 J23 1/9/17 I 75 T10183744 J24 1/9/17 I 76 110183745 J25 1/9/17 I 77 T10183746 J26 1/9/17 I 2 of 2 t 1 Job Truss Truss Type Qty Ply T10183670 J 160677 F01 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:46 2017 Page 1 l D:dGeCN4gYF_7mwU7UYn_Nd?y68pK-gRkfUOmnlj?B65D71POVpbOXGMpK3mpJveP7OCzx6ph Scale=1:25.3 3x3 II 3x3 II 1 2 3 4 5 6 7 8 9 10 11 12 13 9 • • • • • • • • -.---- . --- - --- ---"1- -b ef or • a 0 rl�e e o • - - - i - - • 1 • e s .' r . a •• S l Job Truss Truss Type !Qty Ply T10183671 J160677 F02 Floor ;1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:46 2017 Page 1 ID:dGeCN4gYF_7mwU7UYn._Nd7y68pK-gRkfUOmnlj?B65D71PQVpbOW tMpy3m8JveP7OCzx6ph 0.48 I 2-0-0 I 6x6= 1 6x6= 21.5x4 I i 31.5x4 l i 4 Scale=1:11 1 \_i • 5x5= 7 s 1. 5x5= 3x3 l l 3x311 0-9-0 1-9-0 2-9-0 3-6-0 I 0-9-0 I 1-0-0 I 1-0-0 I 0-9-0 I Plate Offsets(X,Y)-- [1:Edge,0-1-81,[6:0-1-8,Edge1,[7:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 1 TC 0.17 Vert(LL) -0.00 6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 1 BC 0.04 Vert(TL) -0.00 6-7 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH I Weight:27 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-6-0 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) 8=179/0-3-8,5=179/0-3.8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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. I lit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/032016 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 prop eity 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 regarding the fornication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sdely Information available horn Truss Plate Institute,218 N.Lee Sheet.Spite 312.Alexandria,VA 22314. Tampa.FL 33610 1 ) Job Truss I Truss Type Ory Ply 710183672. J160677 F03 Floor _ L_ i 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 S Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:47 2017 Page 1 ID:dGeCN4gYF_7mwU7UYn_Nd?y68pK-8e11 hMnP3172kFoJJ7xkLpxdKm2soC6S818hyfzx6pg 0-4-8I 2.0.0 115x4 II 1 6x6= 21.5x4 II 3 4 3x3 II Scale=1:11.2 uIi_ 0 . ■I. i .. 1 . :• • ,, ,............_.:, 8 7 6 5 5x5- 3x3 3x3 1.5x4 I 0-9-0 1-9-0 2-9.0 3-2-8 I 0-9-0 1-0-0 1-0-0 0-5-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],17:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 1 Vert(LL) -0.05 6-7 >769 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(TL) -0.07 6-7 >482 360 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:24 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-2-8 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=163/Mechanical,5=163/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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. l 0 WARNING-Welly design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*467473 rev.10/032016 BEFORE USE Ita Design valid for use only with MI1ekS connectors.This design is based only upon parameters shown.and Is for an In dMdual building component,not a truss system.Before use.the building designer must verify the applicability of design txeometers and property 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 Inluy and property damage. For general guidance regcxding the fabrication,storage,detNery,erection and bracing of trusses and truss systems.seeANSt/lPI I Quality Criteria.DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply 110183673 J160677 F04 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:47 2017 Page 1 THA426 ID:dGeCN4gYF_7mwU7UYn_Nd?y68pK-8e1 t hMnP3172kFoJJ7xkLpxdxm6coBbS818hyfzx6pg = 1-3-0 1 1 0-6-12 { THA426 3x6= 1 9 2 1.5x4 II 3 1.5x4 I 4 Scale=1:11.1 l 3x3= 8 111111111111111111" 7 6 5 3x3= 3x3 11 3x3 1 3-9-12 3-9-12 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.01 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Verl(TL) -0.01 7-8 >999 360 BCLL 0.0 Rep Stress!nor NO WB 0.11 Horz(TL) 0.00 5 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH I Weight:30 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-9-12 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=482/0-8-4,5=422/Mechanical FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-474/0,4-5=-415/0,1-2=-272/0,2-3=-272/0,3-4=-272/0 BOT CHORD 6-7=0/272 WEBS 4-6=0/399,1-7=0/399,2-7=-290/0,3.6.279/0 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)Use Simpson Strong-Tie THA426(Single Chord Girder)or equivalent spaced at 2-0-0 oc max.starting at 0-6-4 from the left end to 2-6-4 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(pit) Vert:5.8.-10,1-4=-200 Concentrated Loads(Ib) Vert:3=-63(B)9=-93(B) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milekm connectors.ibis design Is based only upon parameters shown,and Is for an individuxi building component,not a truss system.Before use.the building designer must verify the aldpllcablity of design parameters and properly Incorpr Moto this design into the oveioll bolding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addti<Nxi temporary<xxd pens hent tracing MiTek• Is always required for stability and to prevent coil pse with possible personal Injury and property damage. For general guidance regarding the fatrk:otkn.storage.delivery.erection and bracing of trusses and truss systems,seeANSI/TPI l Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inlormalion avdiable from Trus Plate institute.218 N.lee Sheet,Suite 312,Alexandria,VA 22314. Tempa,FL 33610 / Job Truss I Truss Type Oty Ply 110183674 J160677 F05 l I Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:48 2017 Page 1 I D:dGeCN4gYF_7mwU 7UYn_Nd?y68pK-cgrPvio l gKFvMPNVtgSzu0Uk39M2XbwcMyuEV5zx6pf 0-1-8 I—I I 1-3.0 t-6-e Scale=1:13.7 1.5x4= 4x7 II THA426 3x6 II THA426 3x6 II THA426 6x6= 1 it 2 12 3 13 4 O II • f r e • I 9 4x4= 4x4= 9 8 7 6 5 1.5x4 II 1.5x4 II 3x3= 3x3 11 1-6-0 I 5-9-8 I 7-3-8 1-6-0 4-3-8 1-6-0 Plate Offsets(XM-- [1:Edge,0-1 ,[1:0-1-8,0-0-81 LOADING(psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.02 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.52 Vert(TL) -0.03 7 >999 360 BOLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:54 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(ftat) 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=1003/0-5-8,5=1099/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-996/0,4-5=-1093/0,1-2=-723/0,2-3=-1391/0,3-4=-722/0 BOT CHORD 8-9=0/1391,7-8=0/1391,6-7=0/1391 WEBS 4-6=0/1060,1-9=0/1052,3-6=-1008/0,2-9=-1008/0 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. 5)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-0 from the left end to 6-0-0 to connect truss(es)to front lace of top chord. 6)Fill all nail holes where hanger is in contact with lumber. 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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5.10=-10,1-4=-140 Concentrated Loads(Ib) Vert:11=-354(F)12=-354(F)13=-338(F) 1 f 0 WARNING-Verify design perenwtore end READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MR-7473 rev.10/0312015 BEFORE USE Design valid for use only with MITek19 connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the bulling designer must verify the apo1k;atAIN of design parameters and properly incorporate this design Into the overall ;� building design. Bracing indicated B to prevent budding of individual Mdual trussion web and/or chord members only.Additional temporary and permanent bracing MiTek' lek• is always required for stoblitty and to prevent collapse with possible personal ta4ey and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.DS8-89 and BCSI Building Component 6904 Parke East Bbd. Safely Information avdtable from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria.VA 22314. Tempa,FL 33610 Job Truss Truss Type Oty jPly T10183675' J160677 F06 Floor 3 1 1 ' Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:49 2017 Page 1 ID:dGeCN4gYF 7mwU7UYn_Nd?y68pK-40Pn62ogbeNm_ZyiRYzCOEOzBZkvG4glbcdnlXzx6pe 0-1-8 i--4. i 1-3-0 I I 2-0-0 0-9-0 Scale=1:15.7 1.5x4 I 3x6= 1 2 3 4 5 12 J — • I 1. _ • I o m 10 9 8 7 6 1.5x4 I 2-10-8 3-10-8 4-10-8 8-6-0 2-10-8 I 1-0-0 I 1-0-0 3-7-8 Plate Offsets(X,Y)-- [12:0-1-8,0-0-12] 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 0.42 Vert(LL) -0.04 7-8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(TL) -0.06 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.01 6 rVa rVa BCDL 5.0 Code FBC2014/TP12007 Matrix-SH _ L I _ Weight:51 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) 11=448/0-3-8,6=454/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-440/0,5-6=-449/0,1-2=-305/0,2-3=-587/0,3-4=-587/0,4-5=-306/0 BOT CHORD 9-10=0/587,8-9=0/587,7-8=0/566 WEBS 1-10=0/443,2-10=-435/0,5-7=0/460,4.7=-412/0 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)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. 1 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGEMF7473 rev.10/032015 BEFORE USE le. Design valid for use only with MllekB)connectors.this design Is bused only upon parameters shown,and Is for an I ndlvkktd bulling Component,not a truss system.Before use,the bulking designer must verily the applicability of design puranreters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of IndMWial truss web and/or chord members only.Additional temporary and permanent bracing MIRA* Is always required for stability and to prevent collapse with possble personal injury and property damage. for general guidance regarding the fatricatkrn,storage,delivery,erection and bracing of trusses and truss systems.see.ANSI/TPII Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bbd. Solely Information available from Truss Plate Institute,218 N.Lee Street Salle 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 110183676 J160677 F07 Floor 11 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 1 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:49 2017 Page 1 ID:dGeCN4gYF_7mwU7UYn_Nd?y68pK-40Pn62ogbeNm_ZyiRYzCQEOzLZjCG4rlbcdn t Xzx6pe I 1-3-0 0-11-8 2-0-0 0-9-0 Scale=1:15.2 3x3= 1.5x4 ! 3x6= 3x6= 2 3 43x3= 5 e I /1\ ; M •/ / e• . E- A i 1 11 10 9 83 7 6 3x3= 1.5x4 II 3x3 I I 3x3 I I 2-7.0____—_ 3-7-0 4-7-0 8-2-8 !-- 2-7 0 - — { 1.0.0 1-0-0 I 3-7-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.05 7-8 >999 480 MT20 244/190 • TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(TL) -0.06 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES 1 WB 0.13 Horz(TL) 0.01 6 n/a rVa BCDL 5.0 Code FBC2014/TP12007 1 Matrix-SH Weight:50 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) 11=438/Mechanical,6=438/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-428/0,5-6=-436/0,1-2=-303/0,2-3=-538/0,3-4=-538/0,4-5=-294/0 BOT CHORD 9-10=0/538,8-9=0/538,7-8=0/536 WEBS 1-10=0/455,2-10=-426/0,5-7=0/442,4-7=-383/0 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. I I s.r. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 141-7473 rev.10/0312015 BEFORE USE MI. Design valid for use only with Milo)connectors.this design Is based only upon parameters shown,and Is for an IndNidual building component,not a truss system.Before use,the building designer must verity the appllcablity of design parameters and property incorporate this design into the overall Irlding 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 possLle personal inlrsy and property damage. For general guidance reaming the fabrication.storage,delivery-erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria.DSB-89 and BCSI Sulking Component 6904 Parke East EMI. Safely Information available tram buss Plate Institute-218 N.Lee Skeet,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job t Truss ITruss Type IOW Ply J160677 F08 I FLOOR GIRDER I T10183677 1 2 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:51 2017 Page 1 ID:dGeCN4gYF_7mwU7UYn_Nd?y68pK-1 PXYXkgw7FdTDs54YzOgWf6BeNL8kuE22w6u5Qzx6pc 11�-3-2 0 9li41 -3 0 , 2.0.0 l i--I 2-0-0 i Scale=1:40.1 THA426 5x5= 1.5x4 II 4x7 II 4x7 II 3x8 I I THA426 3x3= 3x3= 3x3= 3x3= 3x3= 3x6 FP= 3x3 I 1 2 34 5 6 7 8 9 10 11 12 1334 14 15 16 ?.1 \ --. \ N /0.t !_i . m \IAll&r.A.,-/A/ \ ►- 33 32 31 30 29 28 27 26 25 24 23 22 2120 19 18 17 6x10= 3x6 FP= 3x8 II 3x3- 8x8 3x10 I ST1.5x8 I 4x7 I 3x6 FP 3x10 II TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). 1-7-10 - 7-1-8 21-0-0 X,22-0-0I 23-0-0 23. 9dj 1-7-10 5-5-14 13-10-8 1-0-0 1-0.0 0.9.0 _Plate Offsets(X,Y)-- (4:0-3-0,Edge],[5:0-3-0,Edge],(14:0-1-8,Edgel,[18:0-4-8,Edge],[21:0-4-0,Edge],(28:0-3-0,0-0-0] _ LOADING(psi) SPACING- 1-0-0 CSI. DEFL. in (loc) l/defl Lid I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.31 24 >850 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.64 24 >410 360 BCLL 0.0 Rep Stress lncr NO WB 0.52 Horz(TL) 0.03 17 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:374 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)"Except` TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, 13-16:2x4 SP No.1D(flat) except end verticals. BOT CHORD 2x4 SP DSS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 32=1679/0-7-12,17=1515/Mechanical Max Gray 32=1679(LC 1),17=1517(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5.1594/0,5-6=-3990/0,6-7=-5155/0,7-9=-6491/0,9-10=-6265/0,10-11=-5777/0, 11-12=-4871/0,12-14=-3882/0 BOT CHORD 29-31=0/3990,28-29=0/3990,27-28=0/3990,26-27=0/6541,25-26=0/6395,24-25=0/6135, 23-24=0/5395,21-23=0/4585 WEBS 3-32=-871/0,5-29=0/1744,6-28=-2815/0,14-19=-4726/0,5-31=-3529/0,4-31=0/2160, 4-32=-701/0,14-21=0/5824,12.21=-1031/0,12-23=0/456,11.23=-812/0,11-24=0/591, 10-24=-556/0,9-26=0/259,7-27=-2111/0,6-27=0/3679 NOTES- 1)Fasten trusses together to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. 2)Unbalanced floor live loads have been considered for this design. 3)All plates are 3x6 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 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. 6)CAUTION,Do not erect truss backwards. 7)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent at 8.4-4 from the left end to connect truss(es)to back face of top chord. 8)Use Simpson Strong-Tie THA426(Single Chord Girder)or equivalent at 20-4-12 from the left end to connect truss(es)to back face of top chord. 9)Fill all nail holes where hanger is in contact with lumber. 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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:17-33=-5,1-7=-50,7-34=-90,16-34=-50 Concentrated Loads(Ib) Vert:7=-1049(B)34=-372(B) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Milek'a connectors.This design Is based only upon parameters shown.and is la an IndMdual building component,not a inks system.Before use,the briding designer must verify the apc lical llry of design parameters and properly boorp rate this design Into the overall twldng design. Bracing indicated is to prevent buckling of IndNklual 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 properly damage. lot general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DS8-89 and sC51 Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandra VA 22314. Tampa.FL 33610 ,Job , I Truss 'Truss Type Qty Ply i 110183678 J160677F09 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:52 2017 Page 1 I D:dGeCN4gYFF_7gmwU7UYn_Nd?y68pK-Vb5w14rYuZI KrOgH6gXv2seMnnfaTNzBHasSeszx6pb 1-3-0_ 1-i 0-10-6--i i 2-0-0 fl--rg Scale=1:39.9 4x4= 3x6= 5x5= 6x6= 4x4= 3x4= 1.5x4 II 4x4= 3x6 FP= 4x7= 2 3 4 5 6 7 8 9 10 11 12 13 - •• fn •• d • '\-1 kV 1 \ 7_11 ; l' INA\ /\./\. Iii I. d 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 5x6= 4x7= 3x6 FP= 4x4= 3x4= 4x7 :I 3x6 i 4x4= 5x5= 3x6 I I 3-7-10 12-3-0 13-3-0 14-3-0 23-9-0 I3-7-10 I 8-7-6 --- r 1-0-0+ ap I 9-6-0 I Plate Offsets(X,Y)-- [8:0-1-8,Edge],[13:0-3-0,Edge],[20:0-3-0,0-0.0],[21:0-3-0,Edge],[27:0-3-0,Edge] 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 0.91 Vert(LL) -0.18 20 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.27 20 >878 360 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.03 14 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:143 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 No.2(flat)"Except' except end verticals. 14-25:2x4 SP No.10(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 6-0-0 oc bracing:27-28,26-27,24-26. REACTIONS. (lb/size) 29=-780/Mechanical,14=929/Mechanical,27=2437/0-7-12 Max Uplift 29=-915(LC 4) Max Gray 14=930(LC 4),27=2437(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-29=0/920,13-14=-923/0,1-2=0/840,2-3=0/2175,3-4=0/1173,4-5=-448/0, 5-6=-1545/0,6-7=-2443/0,7-8=-2443/0,8-9=-2569/0,9-11=-2366/0,11-12=-1789/0, 12-13=-729/0 BOT CHORD 27-28=-1614/0,26-27=-2175/0,24-26=-264/0,23-24=0/1102,21-23=0/2094, 20-21=0/2443,19-20=0/2443,17-19=0/2567,16-17=0/2175,15-16=0/1377 WEBS 3-27=-1305/0,7-21=-278/0,8-20=-790/48,1-28=-1261/0,2-28=0/1229,2-27=-1296/0, 3-26=0/1505,4-26=-1446/0,4-24=0/1110,5-24=-1040/0,5-23=0/705,6-23=-867/0, 6-21=0/796,13-15=0/1095,12-15=-1029/0,12-16=0/654,11-16=-612/0,11-17=0/303, 9-17=-320/0,8-19=-184/732 NOTES- i 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 915 lb uplift at joint 29. 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. 6)CAUTION,Do not erect truss backwards. I 0 WARNING-Verily design parem iws and READ NOTES ON THIS AND INCLUDED ASTER REFERANCE PAGE Mg-7473 rev.10/0312015 BEFORE USE. ' Design valid for use oNy with MITekt9 connectors.this design is based only upon parameters shown,and Is for an individual buiding component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly hcatxxale this design Into the overall buldixt design. Brachg indicated Is to prevent buckling of lndlvfdual truss web and/or chord members only.Additkxval krntxxary and permanent bracing Milek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regar irxl the fatxlcatkxt storage,delivery,erection and bracing of tnases and truss systems.see-ANSI/TPD I Quality Criteria.OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdi ble horn truss Plate Instltute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tarrsa.FL 33610 a Job TTruss Truss Type Oty Ply 110183679 J160677 F10 Floor 1 1 _ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:53 2017 Page 1 ID:dGeCN4gYF_7mwU7UYn_Nd?y68pK-znflyPsAettBSAFTgN28b4BZEAy5CrGLWEb?Alzx6pa 1� 3-0 01,10 1-4-6 I 2-0-0 Scale=1:39.9 4x7= 3x6= 4x4= 4x4= 4x4= 1.5x4 II 5x5= 3x6 FP= 4x7= 1 2 3 4 5 6 7 89 10 11 12 13 I ♦ _ i 1 \ /\/!, \ / \ I\ \ . (,:, .i. ;.1-if.c ''' v . a 15/ \ 2999 28 27 2625 24 23 22 21 20 19 18 17 16 15 14 4x4= 1.5x4 I 5x5= 4x4= 4x7 I 3x6 I 4x4 = 3x6 FP= 3x6 II 5-7-10 12-3-0 13-3-0 14-3-0 23-9-0 I5.7-10 I 6-7-6 11.0.0 11.0.0 I — 9-6-0 I Plate Offsets(_X,Y)-- [3_0-1-8,Edgel,[4:0-3-0,Edgel,[8:0-1-8,Edge],[13:0-3-0,Edge],[20:0-3-0,0-0-0],[21:0-3.0,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 I Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.16 19 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.25 19 >856 360 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.03 14 n/a rVa BCDL 5.0 Code FBC2014ITPI2007 Matrix-SH Weight:144 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 2-2-0 oc bracing. REACTIONS. (lb/size) 29=-102/0.3-8,14=865/0-3-8,25=1822/0-3-8 Max Uplift 29=-327(LC 4) Max Gray 29=197(LC 3),14=865(LC 1),25=1822(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.29=-191/332,13-14=-859/0,1-2=-80/312,2-3=0/968,3-4=0/1390,4-5=0/546, 5-6=-767/0,6-7=-1990/0,7-8=-1990/0,8-9=-2183/0,9-11=-2102/0,11-12=-1628/0, 12-13.672/0 BOT CHORD 27-28=-611/141,26-27=-1390/0,25-26=-1390/0,24-25=-1390/0,21-23=0/1392, 20-21=0/1990,19-20=0/1990,17-19=0/2248,16-17=0/1962,15-16=0/1268 WEBS 4-25=-1357/0,7-21=-275/0,8-20=-909/0,1-28=-469/121,2-28=-96/474,2-27=-700/0, 3-27=0/827,3-26=-475/0,4.24=0/1267,5-24=-1203/0,5-23=0/868,6-23=-987/0, 6-21=0/904,13-15=0/1010,12-15.946/0,12-16=0/571,11-16=-530/0,8-19=-1/867 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 327 lb uplift at joint 29. 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. ` f Q WARNIN0-Verify design parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M67473 rev.100/20IS BEFORE USE NI Design valid for use only with Milekbb connectors.This design Sr based only upon parameters shown,and is for an Yx1Wkura1 building component,not a truss system.Before use,the bulking designer must verify the applk:ablity of design parameters and properly incorporate tiVs design into the overall bulking design. Bracing indicated Is to prevent txrcldtng of indNdud truss web and/or chord members only. Additional temporwy chid permanent bracing Mired(' Is always requked for stability and to prevent collapse with posst,le personal injury and properly damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.SeeANSI/TPI1 Quay Criteria.0611-89 and SCSI Building Component 6904 Parke East Blvd. Solely(Norm:Mon available horn Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 tl Job , Truss Truss Type Qty 'Ply ', T10183680 J160677 F11 FLOOR GIRDER 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:54 2017 Page 1 I D:dGeCN4gYF_7mwU7UYn_Nd?y68pK-R_Dg9lsoPA024KgfD5Z07HkmlaNlxFQUIuLYilzx6pZ 0-1-8 q g H 1.3.0 1-3-4 1 2-0-0 I F--1 Scale=1:26.3 4x4= 1.5x4= 6x8= 3x6 II 3x6 II 3x6 I 4x7= 1 2 3 4 23 5 6 7 8 9 10 • V • 22 ��� \i,_ 1 \ c?, lir t• _ (/,° I IN , t� • 20 19 18 17 16 15 14 13 12 11 5x5= 6x6= 3x6 I 4x4= 3x6 II 1 4-1-12 { 5-1-12 , 6-1-12 6.7.121 _ 15-7-12 1 4-1-12 1-0-0 ' 1-0-0 0.6.0 9.0.0 Plate Offsets(X,Y)-- [1:Edge,0-1-8),[10:0-3-0,Edge],[17:0-3-0,0-0-0],[18:0-1-8,Edge),[22:0-1-8,0-0-12] LOADING (psi) I SPACING- 1-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.11 16 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.18 16 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.55 Horz(TL) 0.04 11 n/a n/a BCDL 5.0 Code FBC2014ITPI2007 Matrix-SH I 1_ Weight:212 lb FT=20%F,11%E LUMBER- BRACING- " TOP CHORD 2x4 SP No.1D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(flaf) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 21=2135/0-3-8,11=1959/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-2072/0,10-11=-1951/0,1-3=-1794/0,3-4=-6364/0,4-5=-6364/0,5-6=-6374/0, 6-8=-5062/0,8-9=-3709/0,9-10=-1526/0 BOT CHORD 18-20=0/3702,17-18=0/6364,16-17=0/6364,14-16=0/5731,13-14=0/4484,12-13=0/2911 WEBS 4-18=-2331/0,5-17=-1025/0,1-20=0/2637,3-20=-2950/0,3-18=0/3933,10-12=0/2293, 9-12=-2199/0,9-13=0/1267,8-13=-1230/0,8-14=0/1047,6-14=-1147/0,6-16=0/1298, 5-16=-482/92 NOTES- 1)Fasten trusses together to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. 2)Unbalanced floor live loads have been considered for this design. 3)All plates are 3x3 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 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. 6)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:11-21=-5,1-8=-50,8-10=-234 Concentrated Loads(lb) Vert:23=-2307 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-747 rev.10/03/2015 BEFORE USE id• Design valid for use only with MilekS connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the t haling designer must verify the appllalAity of design parameters and property incorprate this 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 MiTek" Is always required for stability and to prevent collapse with possLrle personal injury and property damage. For general Unbalance regarding the fabrication.storage.delivery.erection and bracing of teases and truss systems,seeANSt/1Pt I Quality Criteria,05B-89 and BCSI BuNding Component 6904 Parke East Blvd. Safely Information avdtable Born Teas Plate Institute.218 N.Lee Sheet Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • Job , ITruss Truss Type Oty Ply 110183681 J160677 IF12 Floor 3 i 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:55 2017 Page 1 ID:dGeCN4gYF_7mwU7UYn_Nd?y68pK-VAn2N5tQAU8viUPSno4dgVGy8_eWgm_ezY46EBzx6pY 0-1-8 �q -8 H�- 1-3-0 , 1-3-4 I 2-0-0 F--8 H Scale=1:26.3 4x4= 1.5x4= 4x4= 1.5x4 II 4x7= 1 2 3 45x5 5 6 7 8 . . o . e •• /a\v/ppraawr 20 lik, cb ab 18 17 16 15 14 13 12 11 10 ig 4x4= 4x7 II 3x6 II 4x4= 3x6 II 4-1-125-1-12 6-1-12 15-7-12 I 4-1-12 � 1-0-0 I 1-0-0 l 9.6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[4:0-1-8,Edge],[8:03-0,Edge],[15:0-3-0,0-0-0],[16:0-3-0,Edge],[20:0-1-8,0-0-12] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud I PLATES GRIP TCLL 40.0 { Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.14 14 >999 480 MT20 244/190 TCDL 10.0 l Lumber DOL 1.00 BC 0.97 Vert(TL) -0.22 14 >830 360 BCLL 0.0 I Rep Stress Incr YES WB 0.28 Horz(TL) 0.03 9 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:96 Ib 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, Except: 2-2-0 oc bracing:15-16. REACTIONS. (lb/size) 19=841/0-3-8,9=847/0-3-8 FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-798/0,8-9=-841/0,1-2=-617/0,2-3=-1861/0,3-4=-1861/0,4-5=-2074/0,5-6=-2026/0,6-7=-1581/0, 7-8=-656/0 BOT CHORD 16-18=0/1289,15-16=0/1861,14-15=0/1861,12-14=0/2156,11-12=0/1901,10-11=0/1237 WEBS 3-16=-256/0,4-15=-936/0,1-18=0/902,2-18=-1059/0,2-16=0/913,8-10=0/985,7-10=-922/0,7-11=0/547, 6-11=-507/0,4-14=0/897 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. 4)CAUTION,Do not erect truss backwards. 1 � A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 rev.10103/2015 BEFORE USE. Mit Design valid for use only with Mlleklc connectors.ll-s design Is based only upon parameters shown,and is for an Individual bidding component,not a truss system.Before use.the lending designer must verify the appiicabilty of design teeters 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 skbtilly and to prevent collapse wtth possible personal knliay and property ciao-nage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Intorrnalon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job , Truss Truss Type Qty Ply T10183682 J160677 F13 Floor Supported Gable 11 1 j Job Reference.(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:56 2017 Page 1 ID:dGeCN4gYF 7mwU7UYn_Nd?y68pK-NMKRaRu3xoGmJe.2LWbsDipF?ODePHOnCCgfndzx6pX 1.5x4 II 1 3x3 i 1 2 3 3x3 I Scale=1:11.3 11 III1. 1111HI 5 4 3x3 I 3x5= 1-8-4 I— --------1.8 4 -I LOADING(psi) SPACING- 2-0-0 CSI. • DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.06 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-R Weight:16 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 1-8-4 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. (lb/size) 5=74/1.8.4,4=83/1-8-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one lace or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 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. 1 � A WARNING-Verify dprgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/032016 BEFORE USE. lith Design valid for use only with Mllek'a connectors.Ills 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 applicably of design parameters and properly Incouporato this design Into the overall building design. Bracing Indicated Is to prevent buckling of trx9vldual 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 kixk:atIo n,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria-VA 22314. Tampa.FL 33610 • Job • Truss Truss Type Qty Ply T10183683 J160677 F14 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:56 2017 Page 1 ID:dGeCN4gYF 7mwU7UYn_Nd?y68pK-NMKRaRu3xoGmJe_2LWbsDip9XO2iPFgnCCgindzx6pX 1.3.0I 1-3-12 I 2-0-0 I i 1-3-4 1-4-4 Scale=1:27.8 3x6= 3x6= 3x6= 1 2 3 4 5 6 7 8 I ,• • •. I' ; / \ / i1 LN. 0 —----,0 Ili\A/ 99 90 18 17 16 15 14 13 1 11 10 9 1.5x4 ;I 1.5x4 I 3x6= 5.5.4 6-5-4 7-5.4 10-2-8 16-11-4 II 4 1-0-0 I 1-0-0 I 2-9-4 I 6-8-12 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.08 15-16 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.12 15-16 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.02 9 n/a ri/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:98 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, Except: 6-0-0 oc bracing:12-13. REACTIONS. (lb/size) 18=594/Mechanical,9=424/Mechanical,12=817/0-3-8 Max Gray 18=600(LC 3),9=474(LC 7),12=863(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-593/0,8.9=469/0,1-2=-440/0,2-3=-954/0,3.4=-1026/0,4-5=-718/0,5-6=-475/109,6-7=-642/0, 7-8=-326/0 BOT CHORD 16-17=0/829,15.16=0/1026,14-15=0/1026,13-14=0/1026,12-13=-109/475,11-12=0/659,10-11=0/604 WEBS 5-12=-568/0,1-17=0/661,2-17=-618/0,4-13=-576/0,5-13=0/506,8-10=0/489,7-10=-443/0,6-12=-412/30 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)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. I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11-7473 rev.100312015 BEFORE USE 1111 Design valid for use only with Milekd°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 verity the appllcabi lly of design parameters and properly Incorporate this design Into the overall txlldng design. Bracing Indicated Is to prevent buckling of Individual truss wet>and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Int ry and property damage. For general goldance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IP11 Guilty Crtteria,DSB-89 and BCSI BuNdkrg Component 6904 Parke East Sid. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312-Wexan dins,VA 22314. Tanya,FL 33610 • • Job 'Truss Truss Type Qty I Ply T10183684 J160677 F15 Floor 1 1 _ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:57 2017 Page 1 I D:dGeCN4gYF_7mwU7UYn_Nd?y68pK-rZuponvhi5OdxriZEVD751wM1_oLG8iAxRsZCJ3zx6pW I 1-3-0 f I 1-3-12 I 2-0-0 I 1-3-8 Scale=1:16.8 3x6= 1 — 2 3 4 5 i 0 0 . • \. —- 0 12 11 10 9 8 7 0 1.5x4 I I 1.5x4 I I 5.5-4 6.5.4 7-5-4 10-4-4 5-5-4 I 1-0-0 i 1-0-0 2-11-0 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl lid f PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.12 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(TL) -0.17 9-10 >725 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:60 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, Except: 2-2.0 oc bracing:8-9. REACTIONS. (lb/size) 12=556/Mechanical,6=556/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 1-12=-547/0,5-6=-535/0,1-2=-401/0,2-3=-841/0,3-4=-846/0,4-5=-394/0 BOT CHORD 10-11=0/758,9-10=0/846,8-9=0/846,7-8=0/846 WEBS 1-11=0/603,2-11=-566/0,5-7=0/592,4-7=-685/0 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)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. r, I A WARNING-Verify dedgn parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M9.7473 rw 10/03/2016 BEFORE USE ill Design valid for use only with MIekTo connectors.this design Is based only upon paaneters shown,and Is for an individual bulding component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and property Incorporate this design kilo the overall bulking design. Bracing Indicated is to prevent buckling of Individual buss web and/or chord members only.Additional temporary and permanent tracing MiTek° is always reguked for stabiltty and to prevent collapse with possible personal kiwi and properly damage. For general guidance regarding the EBBlvd.fabrication,on,storage,delivery,erection and bracing of busses and truss systems,seeANSI/IPI I Quality Cdterla,DS8Bulking6904 Parkeast 9 and BCSI Bulking Component Tampa.04 FEast Safety Information avclRale from Truss ale Insttute,218 N.lee Street,Suite 312,Alexandria.VA 22314. • Job , Truss Truss Type Qty Ply 110183685 J160677 F16 Floor 1 1 _ i-_ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:59 2017 Page 1 ID:dGeCN4gYF_7mwU7UYn_Nd?y68pK-ox0ZDTwxEjeLA5jd0e9ZgLRYub1 UcW UDuA2JOyzx6pU 1.3,01 1I-3---I 2 � 0.0 y 11-2-12 2-0 0 11- 0.1.8 Scale=1:62.2 7x10 MT2OHS= 3x6 I I 3x6 FP 3x5= 5x5= 3x6- 4x7 II 3x6 it 7x10 5x5= 4x,.4v= 4x4= 3x6 I; 3x6 Ilif 4/x4\s= 1.5x4= 031,1 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 19 20 21 mdliklij <,7.- i,:v7v __, . ,.........----...... .w: .. 'zlir 44 2 2 6 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x3 ! 1.5x4 I 1.5x4 I 5x8= 5x5= 3x8 MT2OHS FP= 4x7 I 3x6 I. 3x6 1 4x4= 5x5=3x3= 4x4= 5x5= 4x4= 4x7 II 3x6 23-84 I 5.54 865-417-5-41 10-2-8 i 21-8-4 1241 I 36-2.12 ._--- -._..... I 5-5-4 1.0.010.0 2-9-4 11-5-12 1.0.01.0.0 12-6-8 Plate Offsets(X,Y)- J4:0-3-0,Edge),(21:0-1-B,Edge),(29:0-3-0,0-0.0],[30:0-3.0,Edge],[44:0-1-8,0-0-12] r LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.37 28-29 >844 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.57 28-29 >543 360 , MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.07 22 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH I Weight:234 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1D(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 12-21,11-17:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP No.1 D(flat)'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 26-33:2x4 SP No.2(llat) WEBS 2x4 SP No.2(fiat) REACTIONS. (lb/size) 43=144/Mechanical,22=1258/0.3.8,37=2549/0-3-8 Max Uplift 43=-265(LC 4) Max Gray 43=449(LC 3),22=1265(LC 7),37=2549(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-43=-441/275,21-22=-1258/0,1-2=-308/244,2-4=-545/898,4-5=-426/1516, 5-6=0/2215,6-8=0/1533,8-9=-852/0,9-10=-2463/0,10-13=-3836/0,13-14=-4999/0, 14-15=-4999/0,15-16=-5120/0,16-18=-4669/0,18-19=-3759/0,19-20=-2650/0, 20-21=-1033/0 BOT CHORD 41-42=-468/578,40-41=-1516/426,39-40=-1516/426,38-39=-1516/426,37-38=-2894/0, 36-37=-2895/0,35-36=-340/55,34-35=0/1759,31-34=0/3205,30-31=0/4469, 29-30=0/4999,28-29=0/4999,27-28=0/5043,25-27-0/4259,24-25=0/3310,23-24=0/1956 WEBS 4-40=-280/0,5-39=0/339,6-37=-2444/0,14-30=-473/0,15-29=479/72,1-42=-366/463, 2-42=-430/356,2-41=-674/0,4-41=0/916,5-38=-1520/0,6-38=0/1282,6-36=0/2007, 8-36=-1909/0,8-35=0/1518,9-35=-1465/0,9-34=0/1138,10-34=-1192/0,10-31=0/984, 13-31=-979/0,13-30=0/1065,21-23=0/1515,20-23=-1465/0,20-24=0/1102, 19-24=-1048/0,19-25=0/712,18.25=-795/0,18-27=0/626,16.27=-573/0, 16-28=-142/399,15-28=-351/568 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 265 lb uplift at joint 43. 6)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. 7)CAUTION,Do not erect truss backwards. 4 _ a 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/032015 BEFORE USE mit Design vdld for use only with Mileids connectors.This design Is based only upon parameters shown,and Is for an Individual b uidkng component,not a hiss system.Before iso.the building designer must verify the applk:aMlty of design parameters and properly Incorporate this design Into the overdl building ng design. Ifrac4g indicated Is to prevent budding of bnd dud truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always tequked(or stabltly and to prevent collapse with possIle personal Injury and property damage. For general guitlance regarding the tab dcatkxn,storage,delivery.erection and bracing of trusses and truss systema seeANSt/lPt t Quality Criteria,058.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaloble from truss Plate Institute,218 N.Lee Sheet,Suite 312.Atexanddo,VA 22314. Tanga.FL 33610 • (Job (Truss Truss Type Qty Ply I T10183686 il J160677 1F17 Floor 8 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:01 2017 Page 1 ID:dGeCN4gYF_7mwU7UYn__Nd?y68pK-kK8Kd9y8mKu3QPs?8381 wm W tLPh74RF W MUXQSrzx6pS 13 i__11-3-12 -0-0 2 1r--1 0 4 2•ao 11.0 01-8 Scale=1:62.2 5x12=2x5 II 5x5= 3x6 FP= 3x6= 5x10= 5x5= 4x4= ST1.5x8 II 3x6 II 3x6 I 4x4= 1.5x4= 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 16 17 18 19 20 o L /IMIIL �� 1 44 c 9.0 43 42 41 40 39 38 37 36 35 34 3332 31 30 29 28 27 26 25 24 23 22 21 3x3 l' 1.5x4 I 1.5x4 I 3x3 II 6x6= 5x5=3x6 FP= ST1.5x8 II 3x6 1' 3x6 i. 4x4= 5x5=3x3= 4x4= 4x7 l 4x7 I; 3x6 II 23.8.4 I 5-5-4 16.5.417-5.41 12-6-8 I 21.3_4 1?2.8- I 36-2-12 I 5.5.4 1-0-01-0-0 5.1.4 9-1-12 1-0.01.0-0 126.8 Plate Offsets(X,Y)-- [3:0-1-8,Edge],[4:0-1-8,Edge],[12:0-3-0,Edge],[20:0-1-8,Edge],[28:0-3-0,0-0.0],[30:0-3-0,Edge],[44:0-1-8,0.0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 IC 0.99 Vert(LL) -0.30 27-28 >929 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(TL) -0.47 27-28 >605 360 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.06 21 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:226 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. SOT CHORD 2x4 SP No.1D(flat)`Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 25-33:2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 43=442/Mechanical,21=1164/0-3-8,36=2348/0-3.8 Max Uplift 43=-29(LC 4) Max Gray 43=591(LC 3),21=1187(LC 7),36=2348(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-43=-583/39,20-21=-1180/0,1-2=-431/46,2-3=-932/218,3-4=-985/506,4.5=-619/896, 5-6=0/1515,6-7=0/937,7-8=-1369/0,8-11=-2831/0,11-12=-4239/0,12-13=-4239/0, 13-14=-4239/0,14-15=-4486/0,15-17=-420310,17-18=3438/0,18-19=-2453/0, 19-20.963/0 BOT CHORD 41-42=-89/813,40-41=-506/985,39-40=-506/985,38-39=-506/985,37.38=-1164/311, 36-37=-2081/0,35-36=-2078/0,34-35=-123/581,31-34=0/2164,30-31=0/3551, 29-30=0/4239,28-29=0/4239,27-28=0/4239,26-27=0/4504,24-26=0/3869,23-24=0/3051, 22.23=0/1823 W EBS 3-40=-358/0,4-39=0/399,6-36=-2317/0,14-28=-583/0,1-42=-69/647,2-42=-607/68, 3-41=-79/432,4-38=-920/0,5-38=0/709,5-37=-958/0,6-37=0/989,6-35=0/1716, 7-35=-1640/0,7-34=0/1306,8-34=-1296/0,8-31=0/1047,11-31=-1135/0,11-30=0/1251, 12-30=-585/0,20-22=0/1412,19-22=-1364/0,19-23=0/1001,18-23=-949/0,18-24=0/614, 17-24=-685/0,17-26-0/509,15-26=-463/0,15-27=-253/0,14-27=0/754 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 43. 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. 6)CAUTION,Do not erect truss backwards. 0 WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ANI-7473 rev.10W3/2015 BEFORE USE. M. Design valid for use only with MITekIS connectors.This design Is based only upon pcsaneters shown.and Is for an individual bulding component,not a truss system.Before use.the bulking designer must verify the applicability of design parameters and properly incorporate This design Into the overall huldng design. Bracing Indicated Is to prevent buckling of kddlvtdual truss web and/or chord members only.Addtlond temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal hazy arca property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSt/TPI1 Qudiy Crtierla,DS$-89 and SCSI Binding Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate institute.218 N.Lee Street,Suite 312,Alexacirla VA 22314. Tampa.FL 33610 • Job • Truss Truss Type Qty Ply 110183687 J160677 F18 Floor Supported Gable 1 1 _ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:03 2017 Page 1 ID:dGeCN4gYF_7mwU7UYn_Nd?y68pK-gjF42gzSlx8mfi0OFUDV?BbRuCcLYS?ppoOXXjzx6pO 0-1-8 Scale=1:60.8 3x3 II 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 16 17 18 19 20 21 22 23 24 25 26 27 28 29 4 yt !L 11! 6 e ! 6 e 6 1 9 ! e a1 ! i 4 e . .. e • e $ a� i i e 6 i i d n d A ----d---�� A a —n—�—s IT 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 3x3 II 3x6 FP- 3x3- 36-2-12 36-2-12 Plate Offsets(X,Y)-- 159:0-1-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Verl(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 30 n/a n/a BCDL 5.0 Code F8C2014/TPI2007 Matrix-R Weight:170 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 36-2-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)58,30,57,56,55,54,53,52,51,50,49,48,47,46,44, 43,42,41,40,39,38,37,36,35,34,33,32,31 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. 6)CAUTION,Do not erect truss backwards. t _ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.IWO:4201S BEFORE USE Design valki for use only with Mllek5 connectors.ibis design 5 based only upon parameters shown,and Is for an IndMcl rd bolding component,not1,11111 a truss system.Before uso.Me building designer must verify the applicd)uity of design rxx<meters and properly Incorporate this design Into the overall bolding design. Bracing Indicated Is to prevent buckling of kxivWual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required Mo stability and to prevent collapse with possible personal hey and property damage. for general guidaroe regarding the East Blvd.fabrication.storage,delivery,erection and bracing q of trusses and truss systemseeANSt/lP1I Quality Criteria,DSB-89 and BCSI Beading Component 6904 Temps,ParkeFL E3st 0 Safety Information avclable fromas InPlate Institute.218 N.Lee Street,Stile 312,Mexandtia,VA 22314. Job , Truss Truss Type Qty Ply TI0183688 J160677 F19 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:04 2017 Page 1 ID:dGeC N4gYF_7mwU7UYn_Nd?y68pK-8vpSGA_43FGdHsbapBlkXO8SOcmMHrgy2Sm439zx6pP 0-1-8 1-3-0I 1-5-8 Scale=1:14.8 THA426 1.5x4= 4x7 I Special 3x6 !I Special Special 3x6 I I Special 6x6= 1 11 12 2 13 14 3 15 16 4 I — —N 1 I • N\ o I 4x4= 4x4= 9 8 7 6 5 1.5x4 II 1.5x4 II 4x4= 3.3 II 1.6.0 5-8-8 7-2-8 1-6.0 I 4-2-8 t 1-6-0 Plate Offsets(X,Y)-- [1:0-1-8,0-0-8],[1:Edge,0-1-8],[10:Edge,0-1-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) 0.05 6-7 >999 480 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.07 8-9 >999 360 - BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.01 5 n/a bila BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH I Weight:54 lb FT=20%F,11%E i- — LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(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 6-0-0 oc bracing. REACTIONS. (lb/size) 10=1590/0-11-8,5=1125/Mechanical Max Uplift 5=-139(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.10=-1588/0,4-5=-1115/163,1-2=-743/0,2-3=-1393/10,3-4=-709/14 BOT CHORD 8-9=-10/1393,7.8=-10/1393,6.7=-10/1393 WEBS 4-6=-21/1041,1-9=0/1076,3-6.103210,2-9=-988/41,3-7=-34/255 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 139 lb uplift at joint 5. 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. 6)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent at 0-6-0 from the left end to connect truss(es)to back face of top chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)34 lb down at 1-6-4,34 lb down at 3-6-4,1015 lb up at 3-11-4,and 34 lb down at 5-6-4,and 177 lb down and 427 lb up at 5-11-4 on top chord. The desigrVselection 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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5.10=-10 Concentrated Loads(Ib) Vert:11=-372(B)12=-34(F)13=-34(F)14=233(B)15=-34(F)16=-97 Trapezoidal Loads(plf) Vert:1=-406-to-4=-257 V WARNING-Verify design prametrs end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mn-7473 rev.1841312015 BEFORE USE. " Design valid for use only with Mllek®Connectors.his design is based only upon rxrameters shown,and is for an kxilvklual bolding 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 bulking design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stabilty and to prevent collapse with possible personal Injury and property akrnage. For general guidance regarding the fabrication.storage.deevery,erection and bracing of trusses and tnrss systems.seeANSI/TPI1 Quality Cdtetla,058-69 and BCSI Building Component 6904 Parke East Blvd. Salety Information available from truss Plate institute.218 N.Lee Sheet,Suite 312,Alexandria-VA 22314. Tampa.FL 33610 • • Job TTruss Truss Type Oty Ply T10183689 J160677 I FG01 Half Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:05 2017 Page 1 ID:dGeCN4gYF_7mwU7UYn_Nd?y68pK-c5NgTW?igZOUuOAnNvGz4chcZO4KOEJ6H6Vebczx6pO 3.10_0I 7-8-4 11-6-8 3-10-0 3-10-4 3-10-4 Scale=1:19.3 3.00 'I 2x4 I i 5x5= 12 2 __ 26x8 13 3 14 0 e LI I lo:: e dl Special 2x4 I! 5x10= •: .r.............. .•. . 4x7= 3x4 II . 3.10.0 7-8-4 10-6-0 11.6.8 3.10.0 ! 3-10-4 ! 2-9-12 ( 1-0-8 Plate Offsets(X,Y)-- 12:0-2-4,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.08 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.17 7-8 >718 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.48 Horz(TL) 0.02 6 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH ! Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins, 2-4:2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1630/0-3-8,5=134/1-4-0,6=2248/0-3-8 Max Horz 1=40(LC 7) Max Uplift 1=460(LC 4),5=-62(LC 5),6=-668(LC 4) Max Gray 1=1888(LC 2),5=134(LC 1),6=2313(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4802/1231,2-3=-4096/1234,3-4=-4073/1226,4-5=-1621/506 BOT CHORD 1.8=-1175/4616,7-8=-1163/4674 WEBS 2-8=-213/802,2-7=-1098/205,3-7=-2176/699,4-7=-1303/4389 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 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 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=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;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 5)Provide adequate drainage to prevent water ponding. 6)N/A 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 20.0psf 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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 460 lb uplift at joint 1,62 lb uplift at joint 5 and 668 lb uplift at joint 6. r.onunuea on page z A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1.7473 rev.10r031201S BEFORE USE iffi• Design valid for use only with Mlleka connectors.This design Is based only upon parameters shown,and is for an IncfNidral building 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 building design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek• Is always required for stability and to prevent coligxe with pxstxe personal Injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of tames and truss systems,seeANSI/TPI I Quality Criteria,DSB489 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Insltute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T10183689 J160677 FG01 Half Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:05 2017 Page 2 ID:dGeCN4gYF_7mwU7UYn_Nd?y68pK-c5NgTW?igZOUuOAnNvGz4chcZO4K0EJ6H6Vebczx6pO NOTES- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)416 lb down and 120 lb up at 3-10-0,and 1019 lb down and 293 lb up at 5-9-4,and 526 lb down and 151 lb up at 7-9-4 on top chord,and 1105 lb down and 159 lb up at 3-5-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Veil:1-12=-54,4-14=-179(F=-125),5-9=-20 Concentrated Loads(Ib) Vert:2=-380 3=-480 13=-930 15=-168(B) Trapezoidal Loads(plf) Vert:12=-70-to-2=-77,2=-202(F=-125)-to-14=-269(F=-125) V WARNING-Verify design parametwe and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1.7473 rev.101032016 BEFORE USE. Design valid for use only with Milek&connectors.this design is based only upon parameters shown.and Is for an individual bonding component,not a teas 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 cdkrpse with possible personal inlay and property damage. For general guidance regarding the PaEst Blvd.rn fabrk:atlon,storage,delivery.erection and bracing of trusses and truss 6904 ra systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component Tampa.04 r FL East 0 Safety Information avalla le from Truss Plate Institute.218 N.Lee Skeet.Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply 110183690 J160677 A01 HIP GIRDER 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:32 2017 Page 1 ID:GVbh9owXRJOr7QAGTe8GZSy6NW D-4IuMYEb?bQEARy8RxTADEep1 mjvaoLEFhT00wOzx6pv 5-8-0 9315 15-0-0 —� 5.8-0 3-7-15 5-8-1 Scale=1:26.4 NAILED 4x7= NAILED NAILED 4x4= 2 9 3 5.00 riT N 3x5 5 1..... 11 .1.1! 3x5 4 1 7 10 8 1 • o co- 5x8= NAILED 5x8= ` . NAILED NAILED o d 8 3.00112- 52x5 II 2x5 I 5-9-8 9-2-8 15-0-0 5-9-8 3-5-0 5-9-8 Plate Offsets(,Y)-- L2:0-5-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.20 6-7 >904 180 BCLL 0.0 ' Rep Stress incr NO WB 0.35 Horz(TL) 0.11 5 rile Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:75 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-8 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. MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=736/0-5-8,5=736/0-5-8 Max Horz 8=-56(LC 23) Max Uplift 8=-158(LC 8),5=-158(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1933/406,2-3=-1754/398,3.4=-1935/406,1-8=-721/183,4-5=-721/182 BOT CHORD 6.7=-334/1753 WEBS 2-7=0/421,3-6=0/422,1-7=-291/1535,4.6=-301/1536 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psh BCDL=3.0psf;h=25f1;B=45ft;L=24i1;eave=4ft;Cat. II;Exp B;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 20.0psf 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)8,5 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 100 lb uplift at joint(s)except(jt=lb) 8=158,5=158. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(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=-54,2-3=-54,3-4=-54,7-8=-20,6-7=-20,5-6=-20 Concentrated Loads(Ib) Veil:2=-83(B)3=-83(B)6=-45(B)7=-45(B)9=-83(B)10=-45(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MlleIW connectors.'his design is based only upon parameters shown.and Is for an hdvklual holding component,not a truss system.Before use.the bulking designer must verify the applicability of design Ixaameters and properly incorporate this design Into the overall holding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Wok' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.,erectton and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,05849 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate knsutute,218 N.Lee Sheet Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 110183691 J160677 A02 Scissor 13 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:33 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-YxRklacdMjM135jdVBhSnsM9f6HcXr2Ow7lxTSzx6pu 7-6-0 15-0-0 I 760 ______i - -- 760 4x4= Scale=1:27.2 2 5.00 PI 8 9 7 10 5x5% 5 5x5 3 5x8= 4 3.00 FIT - 6 43x4 II 3x4 II 7-6-0 15-0-0 7-6-0 i 7-6-0 , Plate Offsets(X,Y)-- [3:0-0-0,0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lora) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.10 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.27 5-6 >648 180 BOLL 0.0 • i Rep Stress Incr YES WB 0.18 Horz(TL) 0.07 4 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MSH i Weight:74 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-10 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=544/0-5-8,4=544/0-5-8 Max Horz 6=-66(LC 10) Max Uplift 6=-106(LC 12),4=-106(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1242/349,2-3=-12431361,1-6.537/214,3-4=-537/225 BOT CHORD 5-6=-132/319,4-5=-119/312 WEBS 2-5=-56/556,1-5=-156/807,3-5=-169/806 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psi;BCDL=3.Opsf;h=25ft;B=45ft;L=241h eave=4it;Cat. it;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-6-0,Exterior(2)7-6.0 to 10-6-0 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)6,4 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 100 lb uplift at joint(s)except(jt=lb) 6=106,4=106. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev-1553/2015 BEFORE USE ' t Design valid for use only with MITek connectors.This design Is bused only upon parameters shown,and Is for an individual bolding component.not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulking design. Bracing indicated is to prevent buckling of IndMd a1 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 gid nce regarding the fabrication storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Bolding Component 6904 Parke East Brad. Safety information avdldlle from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 • Job • Truss Truss Type Qty Ply T10183692 J160677 A03 Roof Special 15 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:34 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-17?6zwdF71 UugFIp2uChJ3vLaW bhGIMY8nVV?vzx6pt I — 7-6-0 14-5-0 7-6-0 6-11-0 4x4= Scale=1:27.3 2 5.001712- 6 9 10 7 3x6 5x5 3 5x8= • 0:: 1v O�; 3.00 12 6 3x4 3x4 I I 7-6-014-5.0 7-6-0 -- —t 6-11-0 Plate Offsets(X,Y)-- [4:0-2-0,0-1-6] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.10 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.27 5-6 >623 180 BCLL 0.0 * Rep Stress Incr YES WB 0.18 Horz(TL) 0.06 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-2 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. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=523/0-5-8,4=523/Mechanical Max Horz 6=67(LC 11) Max Uplift 6=-102(LC 12),4=-102(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1152/337,2-3=-1144/351,1-6=-515/213,3-4=-504/217 BOT CHORD 5.6=-144/319 WEBS 2-5=-52/508,1-5=-143/720,3-5=-189/793 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45t1;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1.12 to 3-1-12,Interior(1)3-1-12 to 7-6-0,Exterior(2)7-6-0 to 10-6-0 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)Bearing at joint(s)6 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 100 lb uplift at joint(s)except(jt=1b) 6=102,4=102. A WARNING-Verily da sign parameters and READ NOTES ON THIS AND INCLUDED MZTEK REFERANCE PAGE M67473 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 funding 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 rx)ssIble personal inlay and property damage. For general gukfa ce regarding the fabrtcatbn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Salle 312,Alexandria VA 22314. Tampa,FL 33610 • Job I Truss Truss Type Oty Ply T10183693 J160677 A04 Half Hip 1 1 Job Reference(option* Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:35 2017 Page 1 I D:GVbh9owXRJOr70AGTe8GZSy6NW D-VKZVAGeuuLcl IPtOccjwsHRV5wu1?cxhNRE2XLzx6ps 7-2-6 14-1-5 14- 0 7-2-6 6-10-14 2x4 i! Scale=1:39.4 3 • 5.00 3x4 2 • GD 3x6 ifor r r ►1 6 5 4 2x4 i! 4x4= 3x4- 7-2-6 14-5-0 7-2-6 7-2-10 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.06 4-5 >999 240 MT20 244/190 TCDL 7.0 M Lumber DOL 1.25 BC 0.64 Vert(TL) -0.16 4-5 >999 180 BCLL 0.0 " Rep Stress lncr YES WB 0.73 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 1 Matrix-MSH Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=523/0-5-8,4=523/Mechanical Max Horz 6=230(LC 9) Max Uplift 6=-93(LC 12),4—111(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-720/198,1-6=-460/179 BOT CHORD 5-6=-381/388,4-5=-291/606 WEBS 2-5=0/294,2-4=-667/243,1.5=-39/408 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft L=2411;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-3-4 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)6 except(jt=lb) 4=111. � I Q WARNING-Ve,Hy design peremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MLL7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MI1ektf connectors.ibis design Is based only upon parameters shown.and Is for an Individual holding component,not a buss system.Before we,the building designer must verify the apr llcabllty 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 MI lei" is always required for stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the kltrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,05849 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdi ble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 � e Job 'Truss Truss Type city •Ply T10183694 J160677 A05 Monop8ch 5 1 Job Reference Optional) Manning Budding Supplies.Jaksonvitie,FL Run:8.010 s May 28 2016 Print:8.030 s Sep 29 2016 MiTek Industries.Inc.Mon Jan 09 11:43:07 2017 Page 1 ID:GVbh9owXRJQr7OAGTe8GZSy6N W D-CaPld?nCv150eAgtY_M71 B_ogMvEbilCtn63gPzx6XY 7-2-8 14-5-0 7-2-8 7-2-8 2x4 I Scale=1:39.3 3 r 7 5.00 FIT 5x5 2 1=0 • • 5 8x8- 4 4x4= -- — 14-5.0 14-5-0 Plate Offsets(X,Y)-- [1:0-1-12,0-0.12],[5:Edge,0-3-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.32 4-5 >525 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.80 4-5 >211 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) 0.01 4 n/a nia BCDL 10.0 Code FBC2014ITP12007 ( Matrix-MSH Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except • BOT CHORD 2x6 SP No.1 D end verticals. WEBS 2x4 SP No.2"Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-5:2x4 SP No.1D MITek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation uide. _ REACTIONS. (lb/size) 4=523/Mechanical,5=523/0-5-8 Max Horz 5=227(LC 9) Max Uplift 4=-111(LC 12),5=-93(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 1-6=-685/92,2-6=-672/105,1-5=-348/138 BOT CHORD 4-5=-340/500 WEBS 2-4=-534/298,2-5=-53/477 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25th B=45th L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-3-4 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 111 lb uplift at joint 4 and 93 lb uplift at joint 5. LOAD CASE(S) Standard 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIT'EK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for an kxilvkiral bidding component,not a truss system.Before use,the hiding designer must verity the applicability of design parameters and properly Incorporate this design Into the overall barking design. Brac'ng indicated Is to prevent buckling of Individual truss web and/or chord members only.Additkxwt temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal'Nary and property damage. for general gukiance regarding the fabrication,storage,delivery,erection and bracing of trusses and huss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Bullring Component 6904 Parke East Blvd. Safely Information avcilable horn Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria VA 22314. Tampa,FL 33610 I Job !Truss Truss Type Qty Ply T10183695 J160677 A06 MONOPITCHGIRDER 1 1 _L _ Job Reference(optional) Manning Building Supplies,Jaksonville.FL Run'8.010 s May 28 2016 Print:8.030 s Sep 29 2016 MiTek Industries.Inc. Mon Jan 09 11:43:18 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6NW D-Oiavwmw6JPTSSsA?in3i FVxfgobJgdNpP_J9ZHzx6XN 4-10-13 9-6-3 14-5-0 4-10-13 4-7-5 4-10-13 1.5x4 I Scale=1:41.3 4 5.00 12 6x6 3 11011 3x6 2 10x10= W-111 I■l -I_Ill 1uilI1 El 9 107 11 12 6 13 14 B NAILED8x6— — HTU26 8x8-- HTU26 HTU26 6x6= HTU26 HTU26 4-10.13 9-6-3 14.5-0 _ 4-10-13 4-7-5 4-10-13 Plate Offsets(X,Y)-- [1:Edge,0-7-11),[6:0-3-8,0-4-12],[7:0-3.8,0-4-8],[8:0-1-12,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.20 6-7 >851 180 BCLL 0.0 " Rep Stress Ina NO WB 0.82 Horz(TL) 0.03 5 Wa rl/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:100 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins, BOT CHORD 2x6 SP No.1D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-5 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 8=2283/0.5.8,5=2593/Mechanical Max Horz 8=227(LC 5) Max Uplift 8=487(LC 8),5=-568(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3938/874,2-3=-2283/520,1-8=-2056/470 BOT CHORD 8-9=-303/556,9-10=-303/556,7-10=-303/556,7-11=-839/3584,11-12=-839/3584, 6-12=-839/3584,6-13=-480/2069,13-14_480/2069,5-14=-480/2069 WEBS 2-7=-290/1277,2-6.1746/441,3-6=-544/2541,3-5=-2847/669,1-7=-648/3057 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;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 487 lb uplift at joint 8 and 568 lb uplift at joint 5. 6)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 5-0-12 from the left end to 13.0-12 to connect truss(es)B01 (1 ply 2x4 SP),B02(1 ply 2x4 SP)to front 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 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)157 lb down and 32 lb up at 3-3-3 on bottom chord. The designlselection of such connection device(s)is the responsibility of others. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD �UUCC�1AOSrnE(pS��)�aegStandard CijrtiWAR�aVf3-'VNi/y Lug parameters end READ NOTES ON THIS AND INCLUDED MIEN REFERANCE PAGE 1W-7473 rev.10/0312015 BEFORE USE YDesign valid for use only with MllekS connectors.This design is based only upon parameters shown.and Is for of Individual txrlding component-not a truss system.Before use,the Ixikllng designer must verify the applicability of design parameters and property incorporate this design into the overall l� buldkng design. Bracing indcated Is to prevent buckling of indMdual trussMl Additional web and/or chord members only.Additiotemporary and permanent bracing lek" is always required for stability and to prevent collapse wfh possible personal Injury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see-ANSI/MI Quality Cdteda,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information avdtable from Truss Plate institute.218 N.Lee Sheet Stile 312,Nexaldrkl,VA 22314. Tampa,FL 33610 • a Job muss 1 russ type I Cty Ply T10183695 J160677 406 MONOPITCH GIRDER I 1 1 1________ jJobReference(optional) Manning Building Supplies.Jaksonvile,FL Run:8.010 s May 28 2016 Print 8.030 s Sep 29 2016 MINK Industries,Inc. Mon Jan 09 11:43:18 2017 Page 2 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-Oiavwmw6JPTSSsA?in3iFVxfgobJgdNpP_J9ZHzx6XN LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-8=-20 Concentrated Loads(Ib) Vert:7=-1345(F)9=-83(F)10=-157 11=-561(F)12=-561(F)13=-561(F)14=-561(F) 1 � A WARNING•Verify design parameters end READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MH-7473 rev.16g3/2016 BEFORE USE 11111 Design valid for use only with MITektt connectors.This design Is based only upon n txramot rs shown,and Is for an Individual building component,not a taus system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall i� briding design. Bracing indicated Is to prevent buckling of kxllNdual buss web and/or chord members only. Additional temporary and permanent tracing MiTek" Is always required for stability and to prevent collapse with possible personal miry and property damage. For general galdance regarding the Iabrk:alkrs storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Qualify Criteria,DSB-89 and SCSI Bulling Component 6904 Parke East Blvd. Safely Information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tanga,FL 33610 •Job truss Truss Type qty Ply J160677 A07 Common Girder 1 1 110183696 Job Reference(optional) Manning Building Supplies.Jaksonville,FL Run:8.010 s May 28 2016 Print:8.030 s Sep 28 2016 MiTek Industries,Inc.Mon Jan 09 11:4331 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-WCspfD4GGP6cWsgVyOolGFzxz117DXSkOWyLWOzx6XA 5-0-12 10-6-0 14-5-0 5.0.12 5-5-4 3-11-0 4x4= Scale=1:34.7 3 ei 5.00 12 5x5 4 3x844 2 444 1.01.0 8x14 II \ d v t.w� ■ [ n n Mill 11111111111•1.1111 'nit 9 10 7 11 12 6 13 14 8 NAILED _ HTU26 HTU26 8x8_ HTU26 5 4x7 II HTU26 HTU26 5-0-12 10-6-0 14-5-0 5.0.12 5-5-4 3-11-0 Plate Offsets(X,Y)-- I1:Edge,0-3-8],[5:Edge,0-3-8],[6:0-4-0,0-4-121,[7:0-2-8,0-4-121,[8:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Verl(TL) -0.22 6-7 >783 180 BCLL 0.0 * Rep Stress Incr NO WB 0.71 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins, BOT CHORD 2x6 SP No.1D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-14 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-2-6 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. MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=2265/0-5-8,5=2607/Mechanical Max Horz 8=146(LC 7) Max Uplift 8=-489(LC 8),5=-566(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3662/829,2-3=-1782/426,3-4=-1758/431,1-8=-2104/486,4-5=-2286/517 BOT CHORD 8-9=-161/264,9-10=-161/264,7-10=-161/264,7-11.751/3334,11-12=-751/3334, 6-12=-751/3334 WEBS 2-7=-304/1454,2-6=-2001/502,3-6=-239/1116,1-7=-673/3126,4-6=-454/2194 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.Opsf;h=2511;B=45tt;L=24ft;eave=4ft;Cat. II;Exp B;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)This truss has been designed for a 10.0 psi 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 489 lb uplift at joint 8 and 566 lb uplift at joint 5. 7)Use Simpson Strong-Tie HTU26(20-10d Girder,11-lOdx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 5-0-12 from the left end to 13-0-12 to connect truss(es)B01 (1 ply 2x4 SP),B02(1 ply 2x4 SP)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)"NAILED"indicates 3-10d(0.148'x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)157 lb down and 32 lb up at 3-3-3 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). r I CAf1WVORS-Vag* peand READ NOTES ON THIS AND MICLUDED MITEK REFERANCE PAGE AM-7473 rw.1603/2015 BEFORE USE CAW valid for use only with MItekk 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 IndMdual truss web and/or chord members only.Additional temporary and permanent bracing M l lek" is always required for stately arid to prevent collapse with possible personal k$iy and property damage. for general guidcnce wading the fabrication.storage,delivery,erection and bracing of trioses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Bulldng Component 6904 Parke East Bled. Safely Information avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312-Alexandria VA 22314. Tampa-FL 33610 Job Iruss rruss Type Qty Ply 110183696 J160677 A07 Common Girder 1 1 `Job Reference(optional) Manning Building Supplies.Jaksonvile.FL Run:8.010 s May 28 2016 Print:8.030 s Sep 29 2016 MiTek Industries.Inc. Mon Jan 09 11:43:31 2017 Page 2 ID:GVbh9owXRJOr7QAGTe8GZSy6N W D-W Csp)D4GGP6cW sgVyootGFzxz 117DXSkOW yLWOzx6XA 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=-54,5-8=-20 Concentrated Loads(Ib) Vert:7=-1342(B)9—83(B)10=-157 11=-561(B)12—561(B)13=-561(B)14=-561(B) r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ME-7473 rev.1ae3/20IS BEFORE USE. Design valid for use only with MITekrS connectors.this design is based only upon parameters shown,and Is for an IndbAdred 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 bulling design. Bracing Indicated Is to prevent buckling ng of individual truss web aril/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 regac*sg the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria.DSB-89 and SCSI Building Component 6904 Perks East Bled. Safety Information avalkble from Truss Plate Institute,218 N.Lee Sheet.Suite 312 Alexandria VA 22314. Tampa.FL 33610 Job • Truss Truss Type Oty Ply T10183697 J160677 A08 Common 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:38 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6N W D-wFdoHgmBG_J9tcaHkHdUv36i7?0C5V83PTi8gzx6pp 5-4-12 10-6-0 14-5-0 5.4.12 5-1-4 3-11-0 4x4= Scale=1:34.2 3 11 5.00 12 12 3x4 10 4 3x4 2 e� 9 3x4 1 ° 1%1INIIIISIP:r... rh 7 6 _ 1.5x4 II 3'= 3x8= 1.5x4 • 5-4-12 10-6-0 14-5-0 5-4-12 5-1-4 3.11.0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP • TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.02 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.05 7-8 >999 180 BCLL 0.0 * Rep Stress'nor YES WB 0.23 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:87 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. • REACTIONS. (lb/size) 8=523/0-5-8,5=523/Mechanical Max Horz 8=149(LC 11) Max Uplift 8=-99(LC 12),5=-105(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-694/210,2-3=-371/171,3-4=-347/162,1-8=-472/181,4-5=-492/212 BOT CHORD 6-7=-277/596 WEBS 2-6=-376/147,1-7=-113/517,4-6=-153/394 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-6-0,Exterior(2) 10-6-0 to 13-6-0 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)8 except(jt=lb) 5=105. • WARNING-Varf/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mb7473 rev.10/93/2015 BEFORE USE. Design valid for use only with Milekts connectors.this design is based only upon parameters shown.and is for an inc ividud bWdkrg component.not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall bulking design. Bracing Indicated is to prevent buckling of in lvidual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' ts always required to stabltty and to prevent collapse wtth possible personal injury and property damage. For general gukknce regoai ng the tatxk:ation,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avclebie from Truss Peale Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job • Truss Truss Type Qty Ply T10183698 J160677 801 HIP GIRDER 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:39 2017 Page 1 I D:GVbh9owXRJQr70AGTe8GZSy6N W D-N5p?OdhOxZ7AnOBnrRos07cC_XCzxUbHl3CGg6zx6po 7-0-0 9-0-0 16.0.0 7-0-0 2-0-0 7-0-0 Special 4x10= Special Scale=1:29.8 4x4= 2 3 5.00 l ° `' co 0 5x5 5x5 m 1 4 ..: 11 01 I•l e 97 6 10 5 8 5x5= 4x10= 3x4= 3x4= Special Special Special Special 7-0-0 9.0_0 16.0.0 I 7.0-0 I -0.0 i 7-0-0 — —1 Plate Offsets(X,Y)-- (2:0-6-8,0-2-0],[5:Edge,0-1-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.08 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.22 5-6 >844 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.50 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:86 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D*Except' TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, 2-3:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8.1365/Mechanical,5=1362/Mechanical Max Horz 8=-61(LC 23) Max Uplift 8=-341(LC 8),5=-341(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2397/629,2-3=-2168/613,3-4=-2395/629,1-8=-1284/357,4-5=-1280/357 BOT CHORD 7-8=-84/342,6-7=-522/2159,5-6=-84/343 WEBS 2-7=-43/511,3-6=-48/534;1-7=-578/1847,4-6=-582/1845 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=251t;B=4511;L=24th eave=4ft;Cat. II;Exp B;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 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 100 lb uplift at joint(s)except(jt=lb) 8=341,5=341. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)272 lb down and 244 lb up at 7-0-0,and 272 lb down and 244 lb up at 9-0-0 on top chord,and 257 lb down and 87 lb up at 6-9-14,325 lb down and 87 lb up at 7-2-2,and 325 lb down and 87 lb up at 8-9-2,and 257 lb down and 87 lb up at 9-2-2 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(pit) Vert:1-2=-54,2-3=-54,3-4=-54,5-8=-20 0 WARNING-Vivify d.Hyn parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 row.100312016 BEFORE USE it Design valid for use only with MlTelS8 connectors.this design Is based only upon parameters shown,and Is for an individual buldhg component.not a truss system.Before use,the balking designer must verify the qp{Nicahlity of design pdameters and property incorporate this design Into the overall bulking design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Addnoral temporary and permanent txacing Milt** eu• is always required for stability and to prevent collapse with pgnsIble personal Injury and property damage. For general guidance regadhg the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPl I Quality Cr feria,DS8-89 and SCSI Building Component 6904 Parke East Bud. Sdety Information avdkable Korn Inas Plate Institute,218 N.Lee Street,Suite 312,Alexgndflo.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 110183698 J160677 801 HIP GIRDER 1 1 Job Reference(optional) Manning Building Supplies, Jaksonvitle,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:39 2017 Page 2 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-N5p?OdhOxZ7An0BnrRos07cC_XCzxUbHl3CGg6zx6po LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=-200(F)3=-200(F)7=-325(F)6=-325(F)9=-257(F)10=-257(F) A WARNING-Verify deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M5.7473 rev.S0N3/2016 BEFORE USE. Design valid for use only with Mllek45 connectors.This design Is based only upon parameters shown.and Is for an hdlvIdual balding component,not 11111111. 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 tot stability and to prevent coilopse with possible personal may and property damage. For general guidance regarding the fabrication,storage,dfeltvery,erection and brach©of trusses and truss systems.seeANSI/IPI1 Quality Cilt rla,DSB-69 and SCSI Beading Component 6904 Parke East Blvd. Safety IMormalion auditable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply T10183699' J160677 B02 Common 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:40 2017 Page 1 ID:GVbh9owXRJOr7OAGTe8GZSy6NW D-rHNODzhOitF1 OAmzP9J5ZK9MPxblg1 LQXjypDYzx6pn 8.0.0 -- t6--00 .- —-- I-- 800 { 800 4x4- Scale=1:28.4 2 5.00 FT 8 9 cM 7 10 5x55 Sx5-2:: 3 1 • 5 6 4x10= 3x4 I' 3x4 II 8.0.016-0.0 I8-0.0 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 20.0Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.08 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.20 5-6 >952 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:79 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-7 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. _ _j REACTIONS. (lb/size) 6=581/Mechanical,4=581/Mechanical Max Horz 6=66(LC 11) Max Uplift 6=-113(LC 12),4=-113(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-779/225,2-3=-779/226,1-6=-511/201,3-4=-511/201 BOT CHORD 5-6=-140/319,4-5=-130/319 WEBS 2-5=0/299,1-5=-17/364,3-5=-19/364 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-0-0,Exterior(2)8-0-0 to 11-0-0 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.Opst on the bottom chord in ail 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=113,4=113. 1 A WARNING-Welly design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M1!-7473 rev.10/032015 BEFORE USE tilt Design valid for use only with Mllekt,connectors.ills design Is based only upon parameters shown,and Is for an indMdoxal bolding 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 briding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent txactng MiTek' Is always requked for skab/Ity and to prevent collapse wfl s possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdtable from Truss Plate institute,218 N.Lee Sheet,Stile 312,Alexandria,VA 22314. Tampa,FL 33610 • Job Truss j Truss Type Qty Ply T10183700 J160677 CO1 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:41 2017 Page 1 ID:GVbh9owXRJOr7QAGTeBGZSy6NW D-JUwmRJieTBNuOKL9zsgK6YhVLLtGPMaaINhMI?zx6pm 7-0-0 10.6.0 14-0-0 21-0-0 -- 7-0-0 3-6-0 } 3-6-0 7-0-0 Scale=1:40.0 Special NAILED 5x5= Special NAILED 3x4= NAILED 5x5= 5.00 FIF 2 11 12 3 13 14 4 4x7 `o • iia ale‘ 4x7 5 N 5 �. ■ [7I__ 1 II 9 15 16 17 18 8 7 10 __ NAILED NAILED NAILED 6 4x7 H3x4 __ 4x7 I 6x8= Special Special Special Special 7-0-0 I 14.0.0 ) 21-0-0 7.0.0 7-0-0 7-0-0 Plate Offsets(X,V)-- [6:0-3-8,Edge) I -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.10 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.31 7-8 >799 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.59 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 ) Matrix-MSH Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 2-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-7 oc bracing. BOT CHORD 2x4 SP No.1 D'Except' MITek recommends that Stabilizers and required cross bracing 9-10:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.2 I Installation guide. REACTIONS. (lb/size) 10=1816/0-5-8,6=1811/0-5-8 Max Hort 10=70(LC 6) Max Uplift 10=-489(LC 8),6=-487(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3119/865,2-3=-2850/833,3-4=-2844/831,4-5=-3113/862,1-10=-1739/496, 5-6=-1736/495 BOT CHORD 7-8=-848/3037 WEBS 2-8=-106/718,3-8=-351/157,3-7=-360/161,4-7=-105/716,1-8=-688/2596, 5-7=-689/2588 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511 8=45f1;L=24ft;eave=4ft;Cat. II;Exp B;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) 10=489,6=487. 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)272 lb down and 248 lb up at 7-0-0,and 272 lb down and 248 lb up at 14-0-0 on top chord,and 257 lb down and 106 lb up at 6-9-14,325 lb down and 106 lb up at 7-2-2,and 325 lb down and 106 lb up at 13-9-2,and 257 lb down and 106 lb up at 14-2-2 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:1-2=-54,2-4=-54,4-5=-54,6-10=-20 WARNING-Verify&sign parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6.7473 rev.10103/2015 BEFORE USE. Design valfoonly with connectors. dsillLbased lupon xameters shown.and Is for an individual building component.not a system. aeaetbuilding designer mus verily applicability of d>sign 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 stabltly and to prevent colicpse with possible personal Injury and properly damage. For general guidance regarding the kabriccation,storage,delivery.erection and bracing of brasses and truss systems,seeANSI/IPil Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Bed. Safety Information available from Truss Plate Institute,218 N.Lee Sheet Suite 312,Alexandria,VA 22314. Tempa.FL 33610 Job Truss Truss Type Qty Ply T10183700 J160677 CO1 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:41 2017 Page 2 ID:GVbh9owXRJOr7OAGTe8GZSy6N W D-JUwmRJieTBNuOKL9zsgK6YhVLLtGPMaaINhMI?zx6pm LOAD CASE(S) Standard Concentrated Loads(lb) Vert:2=-200(F)4=-200(F)9=-257(F)8=-325(F)3=-116(F)7=-325(F)12=-116(F)13=-116(F)15=-61(F)16=-61(F)17=-61(F)18=-257(F) WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M67473 rev.10/032015 BEFORE USE • Design valid for use only with Miler&connectors.This design Is based only upon parameters shown.and Is for an Individual txrgdng component,not a truss system.Before use.the trldlng designer must verify the gxplk:abItty of design parameters and properly Incorporate this design into the overall biking design. Bracing Indicated Is to prevent buckling of IndMdual taus web arid/or chord members only. Additional temporary and permanent tracing M k• Is always required for stabNity and to prevent collapse with possible personal Inkry and property damage. for general grlckrnce regarding the 6904 Perko Ewt Blvd.labrlcatkrn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 QualityCrtterla,DSB-89 and SCSI Building Component Slay Information available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandrla VA 22314. Tampa,FL 33610 Job Truss 'Truss Type Qty Ply I T10183701 J160677 002 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:42 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-og U8efjHE UVIeUvMWaLZel EpYIM Z8vtj_1RwHRzx6pl 4.7.12 _ 9-0-0 12-0-0 16-4-4 21-0-0 I 4-7-12 4-4-4 3-0-0 4.44 I 4-7-12 — __� Scale=1:36.1 4x7 4x4= 3 4 1 5.0012ti 3x4 3x4 2 5 13 v 14 d uS 3x4 3x4 S 6 c$ ( co 11K 11 10 9 8 1.5x4 II 3x5= 5x5= 3x8= 3x5= 1.5x4 II i__ 4-7-12 { 9-0-0 12-0-0 l 16-4-4 I 21-0-0 I 4-7-12 4-4-4 3-0-0 4-4-4 47-12 Plate Offsets(X,Y)– 13:0-5-4,0-2-01,110:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. l DEFL. in (Ioc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.03 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.08 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:123 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-9 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=766/0-5-8,7=766/0-5-8 Max Horz 12=81(LC 11) Max Uplift 12=-150(LC 12),7=-150(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1098/339,2-3=-956/335,3-4=-836/337,4-5=-952/334,5-6=-1098/339, 1-12=-720/244,6-7=-720/244 BOT CHORD 10-11=-308/974,9-10=-230/834,8-9=-277/975 WEBS 1-11=-253/919,6-8=-252/919 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=251t;B=45ft;L=24ft;eave=4lt Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9.0.0,Exterior(2)9-0-0 to 12-0-0,Interior(1)16-4-4 to 20.10-4 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 12=150,7=150. • r 0 WARNWO-Vilify ddNgn parameters end READ NOTES ON THIS AND ONCLUDED MDTEK REFERANCE PAGE MH-7473 rev.10/03(2015 BEFORE USE. M• Design valid for use only with Milekt9 connectors.Ns design Is bawd only upon parameters shown,and Is for an Individual[wilding component,not a truss system.Before use,the building designer must verify the appllcabllry of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with passi ie personal Injury and property damage. For general gukdarce rewiring the k sk-.atk'n,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria.DSB-89 and BCSI BuNding Component 6904 Parke East Blvd. Safely Information avoilabte from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty 1 Ply 110183702 J 160677 CO3 Common 5 1 ! Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:43 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6N W D-Gs2W s?kv?odcFeUY4HtoBzmyY6hvtMAtDhATptzx6pk I 5.4.12 I 10-6-0 15-7-4 __ _ 21-0-0 _______ 5-4-12 5-1-4 5-1-4 5-4-12 4x4- Scale=1:36.1 3 5.00 FIT 12 13 3x4 i 3x4 2 4 v 11 14 Nir ,n 3x4 1-- 3x4 1 5 R4. m rn MI9 8 7 10 62x4 II 2x4 I I 3x6= 5x8= 3x6= 5-4-12 10-6-0 15-7-4 21-0-0 • — 5-4-12 i 5-1-4 I 5-1-4 I 5-4-12 Plate Offsets(X,Y)-- 18:0-4-0,0-3-0] LOADING (psf) ! SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.03 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.09 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.20 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 I Code FBC2014/TP12007 Matrix-MSH Weight:116 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-1 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. ; MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=766/0-5-8,6=766/0-5-8 Max Horz 10=88(LC 11) • Max Uplift 10.150(LC 12),6=-150(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1121/305,2.3=-886/289,3-4=-886/289,4-5=-1121/305,1-10=-713/230, 5-6=-713/231 BOT CHORD 8-9=-257/990,7-8=-251/990 WEBS 3-8=-90/400,4-8=-314/113,2-8=-314/113,1-9=-204/907,5-7=-205/907 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.0psf;h=25fh B=45ft;L=2411;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-6-0,Exterior(2) 10-6-0 to 13-6-0 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) 10=150,6=150. • 1 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rev.10103/2015 BEFORE USE Desigt valid for use only with Wield connectors.Ns design h based only upon paarneters shown,and Is for an hdNdual trMc9ng component,not - a truss system.Before use,the bxlldng designer must verify the applicability of design parameters and properly incorporate this design into the overall bulling design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary end permanent bracing MiTek B always required for stability and to prevent collapse with possible personal krr1y and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of lenses and truss systems,seeANSI/TPI I Quality Criteria,DS849 and BCSI Building Component 6904 Parke East Blvd. Safety Informatbn available from Truss Plate institute,218 N.Lee Street,Sate 312,Alexandria,VA 22314. Tampa,Ft.33610 • Job Truss Truss Type Oty Ply T10183703 J160677 DO1 Monopitch 10 1 _._ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:43 2017 Page 1 ID:dGeCN4gYF_7mwU7UYn_Nd?y68pK-Gs2 W s?kv?odcFeUY4HtoBzmwF8eBtLJtDhATptzx6pk 4.11.49.10.8 4-11-4 4-11-4 1.5x4 I Scale=1:19.1 4 3.00 F1-2- 11 1.5x4 3 fi 10 r 3x4 11001 1001 1 — c �r. 5 3x8 II 3x5= 9-10-8 I 9-10-8 — I Plate Offsets(X,Y)-- (1:0-3-8,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.17 5-8 >670 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.44 5-8 >268 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.26 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:44 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 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. ---------------- REACTIONS. (lb/size) 1=360/0-3-8,5=360/Mechanical Max Horz 1=97(LC 11) Max Uplift 1=-79(LC 8),5=-90(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-944/230 BOT CHORD 1-5=-273/577 WEBS 3-5=-563/246 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interlor(1)3-0-0 to 9-8-12 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.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)1,5. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEM REFERANCE PAGE MI.7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mllok1 connectors.this design Is based only upon paaneters shown,and Is for an hdivldud building component not a truss system.Before use,the bulking designer must verify the appiicabllty of design parameters and properly incorporate this design Into the overdl bulking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MI ek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gtddalce regarding the 6904 Parke East Blvd. fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Bulking Component Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 72314. Tampa,FL 33610 Job Truss Truss Type I Oty Ply I 110183704 J160677 E01 Monopitch 13 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:44 2017 Page 1 I D:GVbh9owXRJOr7OAGTe8GZSy6NW D-k3cu3LIXm61Tto3ke_O1 jAJApY6cbscORKwOMKzx6pj 3-4-0 3-4-0 Scale=1:10.5 3.00 12 3 1. • • 3x4 2 • 1 1011 3x6 II 4 1.5x4 II 3.4.0 3.4.0 Plate Offsets(X,Y)-- [1:0-2-4,0-2-15] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4-7 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 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. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing --� be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=118/0-3-8,4=118/Mechanical Max Horz 1=39(LC 11) Max Uplift 1=-25(LC 8),4=-30(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4th;Cat. II;Exp B;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 psi 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)1,4. • 1 � V WARNMVG-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 rev.1013f2015 BEFORE USE Design valid for use only with MITeki connectors.This design is based only upon taxameters shown,and is for an individual txrldkng component not a truss system.Before use.the building designer must verify the applicability of dosign parameters and properly Incorporate this design into the overall talking design. Bracing indicated is to prevent buckling of individual truss web aril/or chord members only.Addltlon l temporary and permanent tracing Mi Tele is always required for stability and to prevent collapse with possble personal k*ay and property damage. For general guidance regarding The labrk;atkxn,storage,delivery,erection and bracing of trusses and truss systems,seoANSI/TPI1 Quality Criteria,DS849 and SCSI Building Component 6904 Parke East Blvd. Sandy 1Momlailon available from Truss Plate institute,218 N.Lee Sheet Suite 312.Alexandria.VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply T10183705 J160677 E02 Monopitch 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:23:45 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6N W D-CFAHGgI9XPtKVxexCivGGOsI SyORKCnAg_faumzx6pi 5.9.4 11-6-8 1 594 5-9-4 2x4 I I Scale=1:21.2 4 3.00112 12 3x4 3 41.0ri 11 3x4 2 1110 al — . F 6 1.5x4 I I 3x6 I l 3x4= 5-9-4 11-6-8 ~ 5.9.4 5-9-4 Plate Offsets(X,Y)-- [1:0-2-4,0-2-15] LOADING(psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.09 5-6 >999 180 BOLL 0.0 . Rep Stress Ina YES WB 0.45 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:53 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 SF'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 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=422/0-3-8,5=422/Mechanical Max Harz 1=111(LC 11) Max Uplift 1=-92(LC 8),5=-105(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-768/232 BOT CHORD 1-6=-275/743,5-6=-275/743 WEBS 3-5=•754/240 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0.0 to 11-4-12 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.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 except(jt=lb) 5=105. � 1 WARNING-Vor/ly design paramNors and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Ag-7473 ray.10/032016 BEFORE USE. Design valid for use only with MiTek®connectors.TNs design is based only upon parameters shown.and Is for an Isd id al bulding component not a truss system.Before use.the building designer must verify the applicability of design parameters arx1 properly Incorporate this design Into the overall Wilding 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 hilly and properly damage. For general guWance regarding the fabrIcatio n,storage,delivery.erection arid bracing of tarries and truss systems.seeANSt/IPI l Quality Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcitabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tempa.FL 33610 Job • Truss Truss Type Qty Ply 110183706' J160677 G01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:06 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6N W D-5HxDhs0KasW LW AlzwcnCcpDnUQOyleTFVmFB72zx6pN 7-0-0 12-2-2 19-2-0 I 7-0-0 +— 5-2-2 I 6-11-14 I Special 4x10= NAILED Special Scale=1:35.3 NAILED 5x5= 2 9 10 3 5.00112 n� �� t' 7. 5X5 5X5 v 1 4 y i�j i i N -1 I In nn r I 1171 12 13 6 14 0' 8 NAILED 5 4x7 II 4x7= 4x10= 4x7 II Special NAILED Special Special Special 7-0-0 12-2-2 19-2-0 Plate Offsets(XY)-- 12:0-6-80-2.0] (5:0-3-8Edgel I 7-0-0 I 5-2-2 I 6-11-14 , , , , LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.08 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.21 7-8 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.68 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:104 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1659/0-3-8,5=1662/0-3-8 Max Horz 8=83(LC 7) Max Uplift 8=-536(LC 8),5=-537(LC 8) J FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2562/886,2-3=-2312/852,3-4.2565/888,1-8=-1584/551,4-5=-1588/552 BOT CHORD 6-7=-762/2309 WEBS 2-7=-39/508,3-6=-45/509,1-7=-768/2201,4-6=-771/2206 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=2411;eave=4ft;Cat. II;Exp B;End.,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 20.0psf 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 536 lb uplift at joint 8 and 537 lb uplift at joint 5. 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)272 lb down and 254 lb up at 7-0-0,and 276 lb down and 258 lb up at 12-2-2 on top chord,and 257 lb down and 120 lb up at 6-9-14,324 lb down and 142 lb up at 7-2-2,and 328 lb down and 143 lb up at 11-11-4,and 256 lb down and 120 lb up at 12-4-4 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:1-2=-54,2-3=-54,3-4=-54,5-8=-20 i 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 111-7473 rov.10032015 BEFORE USE M. Design valid for use only with MlekS connectors.this design Is based only upon teeters shown,and Is to an individual butdtng component,not a hum system.Before use.the bulling 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 kxilvid nal truss web and/or chord members only. Additional temporary and permanent bracing MO( k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatlon,storage.delivery,erection and bracing of trusses and truss systems,.seeANSI/IPI1 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Shite 312,Alexandria.VA 22314. Tampa.FL 33610 • • JobTruss Truss Type Qty Ply T10183706 1J160677 GO1 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:06 2017 Page 2 ID:GVbh9owXRJQr70AGTe8GZSy6NW D-5HxDhsOKasW LWAlzwcnCcpDnUQOyleTFVmFB72zx6pN LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=-200(B)3=-204(B)7=-324(B)6=-328(B)9=-117(B)10=-117(B)11=-257(B)12=-60(B)13=-60(B)14=-256(B) 1 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Md-7473 rov.10173/2015 BEFORE USE. Design wild for use only with Mllelrto connectors.This design Is based only upon parameters shown,and is for an IndMdud building component not11111 a Bun system.Before me.the bulling designer must verify the applicability of design paemeters end properly Incorporate this design Into the overall building design. pachg Indicated is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTe( Is always regaled for stablBty and to prevent collapse with possble personal IFsy and property damage. For General guidance regarding the kabricatbn.storage.delivery,erection and bracing of trusses and truss systems.sec/ANSI/1PN l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parks East Bbd. Safety Information avdiabie from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tanya.FL 33610 Job • 'Truss Truss Type Qty Ply T10183707 J160677 (G02 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:07 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-ZUVbuCOyLAeC8KK9UKIR91 m3zgm?U9tPkP?kgUzx6pM 4-7-12 --- 9-0-0 10.2.2 ---14-6-5 — 19-2-0 4-7-12 4-4-4 1-2-2 4-4-3 4-7-11 4x4= 4x4= Scale=1:33.6 3 4 5.0012 I C 3x5 3x5 2 5 it SA �� 12 1.5x4 I I �' 1.5x4 II 6 • CI � MN 9 8 10 3x5= 7 3x4= 3x4= 3x5= 9-0-0 10-2-2 19-2-0 I 9-0-0 1-2-2 { 8-11-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.15 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.39 9-10 >583 180 BCLL 0.0 * Rep Stress lncr YES WB 0.41 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 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 No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=698/0-3-8,7=698/0-3-8 Max Horz 10=94(LC 11) Max Uplift 10=-136(LC 12),7=-136(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-780/270,3-4=-675/269,4-5=-780/270 BOT CHORD 9-10=-267/723,8-9=-1691675,7-8=-240/722 WEBS 2-10=-802/275,5-7=-802/275 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=2411 eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 9-0-0,Exterlor(2)9-0-0 to 10-2-2,Interior(1)14-8-0 to 19-0-4 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 lb uplift at joint 10 and 136 lb uplift at joint 7. l A WARNING-Varlly design param.wrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.101032015 BEFORE USE mg Design valki for use only with Mitek®connectors.this design Is based only upon parameters shown.and Is for cn Individual building component,not a truss system.Before use,the building designer must verify the appllcablIty of design parameters and properly Incorporate this design Info the overall b..A kr.T design. Bracing indicated is to prevent budding or Individual truss web and/or chord members only. Additional temporary and permanent txacIng MiTek Is always required for stabltty and to prevent collapse with possible;personal Injury and properly damage. For general gukkrx:e r ogaidkng the labdcatbn-storage,delivery,erection and bracing of trusses and fuss systems,SoeANSI/TPI I Quality CAterta,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Soley Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tanga,FL 33610 Job • Truss Truss Type Oty 1 Ply T10183708 J160677 H01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:09 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-VSdLJu2CtnuWNdUYclKVESrFbdTTyyGiBjUrkNac6pK 3.7.12i 7-0-0 { 12-3-14 I 17-6-0 --- _-- I 22-8-2-- I 28-0-0 29.8.0. 3-7-12 3-4-4 5-3-14 5-2.2 5.2-2 53.14 ' 1-8-0 Scale=1:52.0 NAILED NAILED 5x8 M18SHS= NAILED NAILED NAILED NAILED NAILED 6x6 Special _ _ 5x10= 500 •12 p NAILED 3x4= NAILED 3x8 NAILED 6�r6 NAILED 3 19 20 4 21 22 235 24 25 6 26 27 7 8 l 1 11 , 1 1 1 I.:tht,,\ 1 1 1 �M 1 1 1 I �5` 3x4 4 2 p ti a 1 IN CAS nn nn 1 . nn nn nnann nn nr 1112 nn nn 1 -0 ) 15 14 28 29 30 13 31 32 12 33 34 11 35 36 10 9 4x10= 2x4 I I 6x8 NAILED 7x10 MT2OHS Job Truss Truss Type Qty Ply T10183708 J160677 H01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonvilte,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:09 2017 Page 2 ID:GVbh9owXRJQr7OAGTe8GZSy6N W D-VSdLJu2CtnuwNdUYcI KVESrFbdTTyyGi BjUrkNDf6pK NOTES- 12)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=-54,3-7=-54,7-8=-54,9-16=-20 Concentrated Loads(Ib) Vert:3=-356(F)7=-115(F)14=-429(F)12=-124(F)5=-115(F)10=-62(F)19=-115(F)20=-115(F)21=-115(F)22=-115(F)23=-115(F)24=-115(F)25=-115(F) 26=-115(F)27=-115(F)28=-246(F)29=-62(F)30=-62(F)31=-62(F)32=-62(F)33=-62(F)34=-62(F)35=-62(F)36=-62(F) • 0 WARNING•Vwity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MS•7473 rev.10032015 BEFORE USE 11111 Design wild for use only with tvatekto connectors.This design is based only upon parameters shown.and is for an individual bolding component not a truss system.Before use,the bulldog designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buldng design. Bracing indicated is to prevent trickling of Individual truss web and/or chord members only.Addlbnal temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possble personal knN+y and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/IPI1 Quality Cdteda,DSB-89 and BCSI Beading Component 6904 Parke East Bbd. Soley Information avdalNe from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 •Job Truss Truss Type Qty Ply 110183709 J160677 H02 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:10 2017 Page 1 ID:GVbh9owXRJOr7OAGTe8GZSy6N W D-z3Bj W E3re51 n?n2k9Ss8nfOW 61 n5hPSrQNDPGpzx6pJ 4-7-12 9-0-0 14-8-0 20-4-0 26-0-0 29-8-0 i— 4-7-12 4-4-4 580 I 580 } 5-8-0 3-8-0 Scale=1:50.7 454= 3x4= 3x4= 4x4= 5.00112 4 18 19 5 20 6 21 7 22 'a I 3x4 1.5x4 8 — .411Zierisr 3 4.'.• n 71 3x4 1 17 0 e 2 1 a N I� 12 11 10 9 3x8 II 3x8= 6x6 3x10= 1.554 II 9_0-0 17-6-0 26-0-0 29.8.0 I 9-0-0 } 8-6-0 I 8-6-0 I 3-8-0 I Plate Offsets(X,Y) 11:0-3-8Edgej,111:0-3-0,0-3-41 ! LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.13 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.36 11-12 >987 180 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:156 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-15 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 I MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1092/0-3-8,9=1092/Mechanical • MaxHorz 1=110(LC11) Max Uplift 1=-212(LC 12),9.214(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1974/607,3-4=-1830/543,4-5=-1676/539,5-6=-1864/564,6-7=-864/310, 7-8=-965/307,8-9=-1076/342 BOT CHORD 1-12=-632/1764,11-12=-606/1941,10-11=-529/1669 WEBS 4-12=-66/438,5.12=-430/130,6-11=-39/389,6-10=-1030/320,8-10=-304/1059 • NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45tt L=241h eave=4ft;Cat. II;Exp B;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 29-6-4 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 20.0psf 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 212 lb uplift at joint 1 and 214 lb uplift at joint 9. A WARNING-Verify design pentmeters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1167473 rev.10/03/201S BEFORE USE. mg Design valid for use only with MIIektr 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 kilo the overall biding design. Bracing Incecated Is to prevent buckikug 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 p ossble personal injury and property damage. For general guidance regarding the j fabrk:atIon,storage.delivery,erection and bracing of mases and truss systems,seeeANSUIPI1 Quality Criteria,0SB-89 and BCSI Building Component 6904 Parke East Bbd. ' i Solely In lomwton available from Truss Plate Institute.218 N.lee Street,Stile 312,Nexandrla,VA 22314. Tempa.Fl 33610 a Job Truss Truss Type Ory i Ply 110183710 J160677 H03 Hip 1 I 1 Job Reference(optional) _ Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:11 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6N W D-RFk6kZ3TPP9ecxdwj9N NJtxhPR9VQOJ_f 1 zypFzx6pl 5-7-12 11.0.0 _ 17-6-0_ 24-0-0 29-8-0— 5-7-12 i 5-4-4 6.6.0 6-6-0 5-8-0 Scale=1:50.7 4x10= 1.5x4 II 4x10= 4 19 20 215 22 6 5.00 12 PM $ MN 23 3x4 i8 , 24 3x5 3 7 3x4 17 0 1 2✓ I N .. N "� 12 11 10 9 8 3x8 II 1.5x4 11 5x5= 3x8= 3x4= 1.5x4 II 5-7-12 11-0-0 17-6-0 24-0-0 29-8-0 l 5-7-12 1 5-4-4 6-6-0 I 6-6-0 I 5-8-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge1,[4:0-6-8,0-2-01,[6:0-6-8,0-2-01,[11:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.63 Vert(LL) -0.11 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 I BC 0.80 Vert(TL) -0.27 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 A Code FBC2014/TP12007 Matrix-MSH Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.1-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-10 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 ' MiTek recommends that Stabilizers and required cross bracing r be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1092/0-3-8,8=1092/Mechanical Max Horz 1=121(LC 11) Max Uplift 1=-212(LC 12),8=-214(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1988/567,3-4=-1700/522,4-5=-1602/535,5-6=-1602/535,6-7=-1158/370, 7-8=-1042/349 BOT CHORD 1-12=-595/1781,11-12=-595/1781,10-11=-482/1531,9-10=-311/1007 WEBS 3-11=-289/128,4-11=-30/347,5-10=-399/189,6-10=-228/797,6-9=-345/173, 7-9=-306/1089 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=42psf;BCDL=3.Ops1;h=25ft;B=45it;L=2411;eave=4tt;Cat. II;Exp B;Encl.,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 28-2-15,Interior(1)28-2-15 to 29-6-4 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 212 lb uplift at joint 1 and 214 lb uplift at joint 8. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MO-7473 rev.1&03/2015 BEFORE USE. Ell. Design vdkl for use only with MlTekctt connectors.This design Is based only upon parameters shown,and is for an individual betiding component,not a truss system.Before use,the bulking designer must verity the arplicabitty of design parameters and properly incorporate this design Into the overall biding design. Bracing indicated Is to prevent buckling of InttvkJuol truss web and/or chord members only. Additional temporary and permanent bracing Niel(' is always required tar stability and to prevent collapse with possible personal Injury and property damage. for general guidance regadng the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avdlcbie from Truss Plate kssttute,218 N.Lee Street.Suite 312,Alexanndda,VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply I T10183711 J160677 H04 HIP 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:12 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6N W D-VRI Uxv45AiHVE5C7Htucs4ToFgSc9Rj8uhiV Lizx6pH 6-7-12 13.0.0 17-6-0 22.0.0_____ 28.4-4 35-0-0 I 6-7-12 I 6-4-4 i 4-6-0 4-6-0 6-4-4 — 6-7-12 { Scale=1:59.4 4x4= 3x4= 4x4= 4 5 6 5.00 Fri E: 3x4% 23 24 3x4 3 7 rn 3x5----- 2 2 22 25 3x5b 8 1 9 n IF 1;5 13 12 26 27 I1 10 4x7 II 1.5x4 II 5xB= 5x8= 1.5x4 II 4x7 II 6-7.12I _ 13-0-0 I 22-0-0 I 28-4-4 i 35-0-0 l 6-7-12 6-4-4 9.0-0 6-4-4 6-7-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[9:0-5-2,Edge],[11:0-3-8,0-3-0],(12:0-3-8,0-3-0) LOADING (Psi) SPACING- 2-0-0 I CSI. DEFL. in (loc) Weil Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.24 11-12 >999 240 I MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.60 11-12 >696 180 BCLL 0.0 ' Rep Stress!nor YES � WB 0.37 Horz(TL) 0.14 9 n/a rVa BCDL 10.0 ( Code FBC2014/TPI2007 Matrix-MSH Weight:180 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.1 D'Except BOT CHORD Rigid ceiling directly applied or 8-6-6 oc bracing. 11-12:2x4 SP No.2 j MITek recommends that Stabilizers and required cross bracing i WEBS 2x4 SP No.2 Right 2x4 SP No.2 2-0-0 Installedduring truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.2 2-0-0,Ri 9 Installation guide. REACTIONS. (lb/size) 1=1295/0-3-8,9=1295/0-3-8 Max Horz 1=70(LC 11) Max Uplift 1=-253(LC 12),9=-253(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 1-3=-2430/683,3-4=-2058/620,4-5=-1843/616,5-6=-1843/616,6-7=-2058/620, 7-9=-2430/683 BOT CHORD 1-13=-579/2183,12-13=-579/2183,11-12=-471/1931,10-11=-573/2183,9-10=-573/2183 WEBS 3-12=-413/161,4-12=-97/477,5-12=-284/94,5-11=-284/94,6-11=-97/477, 7-11=-413/161 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=24ft;eave=5f1;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-0-0,Exterior(2)13-0-0 to 26-2-15,Interior(1)26-2-15 to 35-0-0 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 lit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 253 lb uplift at joint 1 and 253 lb uplift at joint 9. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1.111-7473 rev.10/032015 BEFORE USE. mill. Design valid for use only with Milek8 connectors.this design k based only upon parameters sho vn,and is for an Individual balding component,not a truss system.Before use,the lapsing designer must verify the appilcability of design parameters and properly Incorporate this design into the overall building design. Racing indicated Is to prevent buckling of Individual truss web and/or chord members only. Addtttohal 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/IPI I Qualify Criteria,DS8-69 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdiable from Truss Plate institute.2t8 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty I Ply 110183712 J160677 H05 HIP 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:13 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-Ness9F5jx0PMsFnJraPrPI00oEo0uwAH6LS3t8zx6pG 7-7-12 15-0-020-0-0-- 27-4-4 35-0-0 - 7-7-12 7-4-4 5-0-0 { 7-4-4 7-7-12 Scale=1:59.4 4x10= 5x5= 4 23 24 5 5.00 12 22 25 4 3x4 a 3 6 o 3x5 \ / 6 2 21 26 3x5 7 O 12 11 10 9 4x7 i I 1.5x4 'I 5x5= 3x8= 1.5x4 11 4x7 II 7-7-12 15-0-0 20-0-027-4.4 35-0-0 7-7-12 7-4-4 1 5.0.0 7-4-4 7-7-12 I Plate Offsets(X,Y)-- [1:0-3-8,Edge],[4:0-6-8,0-2-0],[8:0-5-2,Edge],[11:0-2-8,0.3.0] I LOADING(psi) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.18 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 I Vert(TL) -0.49 9-10 >861 180 BCLL 0.0 * Rep Stress Ina YES WB 0.23 Horz(TL) 0.15 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH 1 Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D*Except* TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. 4-5:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 D'Except' WEBS T-Brace: 2x4 SP No.2-3-11,6-10 8-11:2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d WEBS 2x4 SP No.2 (0.131"x3')nails,6in o.c.,with 3in minimum end distance. OTHERS 2x4 SP No.2 Brace must cover 90%of web length. SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 1=1295/0-3-8,8=1295/0-3-8 Max Horz 1=80(LC 11) Max Uplift 1=-253(LC 12),8=-253(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2434/664,3-4=-1905/582,4-5=-1687/584,5-6=-1899/580,6-8=-2436/665 BOT CHORD 1-12=-556/2183,11-12=-556/2183,10-11=-380/1684,9-10=-550/2182,8-9=-550/2182 WEBS 3-12=0/267,3-11.586/196,4-11=-57/416,5-10=-73/420,6-10=-589/198,6-9=0/272 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=51t;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0.0 to 15-0-0,Exterior(2)15-0-0 to 24-2-15,Interior(1)24-2-15 to 35-0-0 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 20.0psf 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 253 lb uplift at joint 1 and 253 lb uplift at joint 8. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. / a 0 WARNING-Verify design premefas and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.10/03/2015 BEFORE USE. ra. Design valid for use only with MIA®connectors.this design is based only upon parameters shown.and Is for on Indhldud betiding component,not a truss system.Before use,the building designer must verify the gK:lk:dilly of design Ixxaneters and properly Incorporate this design into the overall bolding design. Bracing Indicated Is to prevent budding of individual al truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for sfdnlltty and to prevent collapse with possible personal injury and property damage. For general guidance reaming the fabrication.storage,delivery.erection and bracing of trusses and tr ss systems,seeANSI/tPl1 Quality Criteria,DS11-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avall tele from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. ----_ ----, Tanpe.FL 33610 Job Truss Truss Type Oly Ply T10183713 J160677 H06 HIP 1 1 _ Job Reference(optional) J Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:14 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D•SgOEMb6LiKXDTPMVOIw4xVZ7ne7VdGURL?BcPazx6pF 5-10-5 11-5-3 17-0-0 18.0.0 23-6-13_ 29-1.11 ___ ______ 35-0-0 5-10-5 I 5-6-13 I 5-6-13 �1-0-0t 5-6-13 5-6-13 5-10-5 Scale=1:59.4 4x4= 4x4- 6 5.00112 3x4% 26 27 3x4 4 7 3x4 I 3x4 3 8 ; 3x5 2 25 28 3x5 9 5 1 10r' di 16 15 14 13 12 11 4x7 II 1.5x4 II 3x4= 5x5= 3x4= 1.5x4 II 4x7 II 3x4= 5-10-5 11-5-3 17-0-0 23-6-13 29-1-11 35-0-0 I l1.OQ5-6-13 I i 5-10-5 5-6-13 5-6-13 5-6-13 5-10-5 Plate Offsets_ ,Y)-- 11:0-3-8,Edge],[10:0.5-2,Edge],[14:0-2-8,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.17 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.42 15-16 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.68 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:198 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 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1295/0-3-8,10=1295/0-3-8 Max Horz 1=91(LC 11) Max Uplift 1=-253(LC 12),10=-253(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2420/630,3-4=-2162/596,4-5=-1709/534,5-6=-1514/517,6-7=-1699/531, 7-8=-2162/596,8-10=-24201630 BOT CHORD 1-16=-510/2170,15-16=-510/2170,14-15=-443/1965,13-14=-286/1514,12-13=-436/1966, 11-12=-514/2170,10-11=-514/2170 WEBS 3-15=-274/106,4-15=-14/327,4-14=-651/214,5-14=-141/479,6-13=-139/478, 7-13=-656/214,7-12=-14/330,8-12=-274/106 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=451t;L=24ft;eave=511;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0.0 to 17-0-0,Exterior(2)17-0-0 to 18-0-0,Interior(1)22-2-15 to 35-0-0 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 253 lb uplift at joint 1 and 253 lb uplift at joint 10. I A WARNING-Vermry design parameters and READ NOTES ON THIS AND INCLUDED MI7EIr REFERANCE PAGE*15.7473 rev.10103/1016 BEFORE USE ill Design valid for use only with Milekb connectors.Ns design is based only upon parameters shown.and Is for an individual al bulding component,not a truss system.Before use,the building designer must verily the appxlcablity of design parameters and properly incorporate this design into the overdl ;� building design. Bracing Indicated Is bucking prevebucking of lndM dual truss web and/or chord members only. AdNiel( temporary and permanent bracing lea• 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,seeANSUlPi i Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMormallon available horn Tits Plate Institute,218 N.Lee Sheet,Stile 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 110183714 J160677 H07 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:15 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6N W D•K0_cZx7zTdf35Yxiy?RJUj5H92XSMjmaafx9y1 zx6pE 6-0-5 11.9.3 17.6.0 22.6.0_ 27.6.0 32-4-11 } 36-8-0 6-0-5 I 5-8-13 5-8-13 i 5.0.0 5-0-0 4-10-11 4-3-5 Scale:3/16"=l' 5x5= 5 ki 5.00 FIT 3x4 21 22 3x4 6 4 1.5x4 I, 3x4 s 3x,5 G 3 5x8= 2x4 I 2 20 8 9 15 14 13 24 25 12 11 10 4x7 I 1.5x4 I I 3x4= 5x8= 3x8= 1.5x4 I1 3x6 6-0-5 11-9-3 17-6-0 27-6-0 32-4-11 36-8-0 I1 l 5-8-13 I 5-8-13 I 10-0-0 4-10-11 I 4-3-5 i Plate Offsets(X,Y)-- [1:0-3-8,Edge],[8:0-5-4,0-2-4],[13:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.31 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.81 12-13 >543 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.67 Horz(TL) 0.14 10 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:202 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins, BOT CHORD 2x4 SP No.1D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-6 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-8-10 SLIDER Left 2x4 SP No.2 2-0-0 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer . Installation uide. REACTIONS. (lb/size) 1=1351/0-3-8,10=1351/0-3-8 Max Horz 1=129(LC 11) Max Uplift 1=-264(LC 12),10=-264(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2543/635,3-4=-2270/601,4-5=-1822/529,5-6=-1809/524,6-7=-2913/758, 7-8=-2893/688 BOT CHORD 1-15=-573/2284,14-15=-573/2284,13-14=-496/2063,12-13=-493/2066,11-12=-787/3174, 10-11=-784/3175 WEBS 3-14=-307/109,4-14=-26/293,4-13=-625/207,5-13=-264/1090,6-13=-678/244, 6-12=-196/869,7-12=-290/143,8-12=-558/184,8-10=-3295/797 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psh h=25ft;B=451t;L=24ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-6-0,Exterior(2)17-6-0 to 20-6-0,Interior(1)32-4-11 to 36-6-4 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 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 264 lb uplift at joint 1 and 264 lb uplift at joint 10. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A11-7473 rev.10.436/2016 BEFORE USE NI Design valid for use only with MI leicS connectors.fits design is based only upon parameters shown,and Is for an individual ridding 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 Inc/tatted Is to prevent buckling of krdNjdr c4 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 Ir*ay and properly damage. For general guidance reaming the fabrication.storage,delivery.erection and bracing of treses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Bulling Component 6904 Parke East Blvd. Safely Information available from Tres Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa•FL 33610 • Job Truss Truss Type Ory Ply T10183715i J160677 H08 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:17 2017 Page 1 I D:GVbh9owXRJOr70AGTe8GZSy6N W D•GP6N_d8E?FvnKs5440UnZ8BdfrDPgc9t 1 z0G0vzx6pC 6-0-5 11-9-3 17-6-0 22-6-0 27-6-0 i 30.4.11 i 36-8-0 H- 6.0.5 I 5-8-13 I 5-8-13 5-0-0 5-0-0 2-10-11 6-3-5 Scale:3/16'=1' 5x5= 5 n 5.00 12 21 22 3x4 3x4� 4 1.5x4 II 3x4� 3 A014\6\L, '2 5x8 I I 3x5 8220 '.411114 ::..mingill rii � N. 15 14 13 24 25 12 11 10 4x7 I 1.5x4 I 3x4= 5x8= 3x8= 1.5x4 ll 3%6 6-0-5 11-9-3 17.6.0 27-6-0 30.4.11 36-8-0 6-0-5 I 5-8-13 I 5-8-13 10-0-0 1 2-10-11 I 6-3-5 Plate Offsets(X,Y)-- j1:0-3-8,Edge],[8:0-5-4,0-2-8],[13:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.30 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.79 12-13 >553 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 1 Horz(TL) 0.13 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH I Weight:206 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins, BOT CHORD 2x4 SP No.10 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-2 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-8.10 SLIDER Left 2x4 SP No.2 2-0-0 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. MiTek recommends that Stabilizers and required cross bracing i be installed during truss erection,in accordance with Stabilizer I Installatio guide. I REACTIONS. (lb/size) 1=1351/0-3-8,10=1351/0-3-8 Max Horz 1=147(LC 11) Max Uplift 1=-263(LC 12),10=-264(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2543/637,3-4=-2270/603,4-5=-1822/531,5-6=-1810/523,6-7=-2888/753, 7-8=-28691700 BOT CHORD 1-15=-609/2284,14-15=-609/2284,13-14=-532/2062,12.13=-528/2068,11-12=-736/2915, 10-11=-734/2916 WEBS 3-14=-307/109,4-14=-26/293,4-13=-625/208,5-13=-267/1093,6-13=-681/248, 6-12=-185/843,8-12=-377/138,8-10=-3047/741 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=451t;L=24ft;eave=5ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3.0.0 to 17-6.0,Exterior(2)17-6-0 to 20-6-0,Interior(1)30-4.11 to 36-6-4 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 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 263 lb uplift at joint 1 and 264 lb uplift at joint 10. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 1 a WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 nom 10/032015 BEFORE USE mit • [Design valid for use oNy with MileIrS 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 Irking design. Bracing indicated is to prevent buckling of k,alvidual truss web and/or chord members oNy. Additional temporary and permanent bracing MiTek" Is fabk:ation�strlstrlrage,delivery,erecred lor stability and iotio rand bracingvent �of trusses and truss with possibie personal seeANSI/IPdm and properly Quality Critada Criteriaal. and Bguidance ureganing the iding Component 6904 Parke East Blvd. Safety Information avdlaie nom Buss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T10183716 J160677 H09 Roof Special 1 1 Job Reference(pptional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:18 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-kbflCz9smY1 eyogGd7?06LjoMFYKZ000Gd9gYMzx6pB 6-0-5 11.9-3l 17-6-0 } ___ 23_-0-6 I 28-6-11 I 32-5-10 36-8-0 6-0-5 5-8-13 5-8-13 5-6-6 5.6-6 3-10-14 4-2-6 Scale:3/16'=1' 5x5= S 5.00 1220 21 3x4 3x4 4 6 5x5- 2x4 II n� 3x4 7 3x6 B cis 3x5 G _ 2 i 2 194444k. ..Z 11{(i ✓ i • 14 13 12 23 24 11 0 1.5x4 II 3x4= 5x8= 4x10= 4x7 II 3x4 6-0-5 11-9-3 17-6-0 28.6-11 36-8-0 6-0-5 i —5-8-13 i 5-8-13 I 11-0.11 } 8-1-5 --1 Plate Offsets(X,Y)-- j1:0-3-8,Edge],[12.0-4-0,0-3� _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) f/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.36 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.95 11-12 >463 180 BCLL 0.0 " Rep Stress Incr YES WB 0.90 Horz(TL) 0.12 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:203 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins, BOT CHORD 2x4 SP No.1D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-1 oc bracing. SLIDER Left 2x4 SP No.2 2-0.0 TMITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installationguide_ REACTIONS. (lb/size) 1=1351/0.3.8,10=1351/0-3-8 Max Horz 1=164(LC 11) Max Uplift 1=-263(LC 12),10=-264(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2544/639,3-4=-2268/606,4-5=-1827/532,5-6=-1824/522,6-7=-30431785, 7-8=-2704/670 BOT CHORD 1-14=-642/2285,13-14=-642/2285,12-13=-565/2061,11-12=-577/2123,10-11=-438/1562 WEBS 3-13=-309/108,4-13=-28/278,4-12=-617/209,5-12=-262/1088,6-12=-701/263, 6-11=-191/900,7-11=-1364/390,8-11=-306/1487,8-10=-1949/517 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25lt;B=45ft;L=24ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-6-0,Exterior(2)17-6-0 to 20-6-0,Interior(1)28-6-11 to 36-6-4 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 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 263 lb uplift at joint 1 and 264 lb uplift at joint 10. A WARNING-Verify design paramators and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ms-7473 rw.10/032015 BEFORE USE mil• Design valid for use only with Milolra 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 verify the applicability of design Ireameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding 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 i'nhay and property damage. For general grlrlasce regarding the 6904 Parke East BNd. fabrication,storage,delNery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Qualy a Criteria,DSB-89 d BCS[Building Component Safety Informallon available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandla.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T10183717' J160677 H10 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:19 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-CoD7PIAUXs9VaAETBrW FeZGZ8IralUgAVHvN5ozx6pA 6-0-5 11-9-3 17.6.0 _ _____22-0-6__ l- 26-6-11 31-7-6 + 36-8-0 ____i 6-0-5 5-8-13 5-8-13 4-6-6 4-6-6 5-0-10 5.0.10 Scale:3116'=1' 5x5= 5 5.00'123x4 i 6 21 22 3x4 4 5x12= 1.5x4 I I 54= 8 9 r. 3x4 i 3x5 3 \« — 23 2 20 cb v 15 14 13 24 25 12 11 10 1.5x4 II 3x4= 5x8= 3x4= 4x10= 4x7 II 2x4 Ii 6-0-511.93 17.6.0 26-6-11_ 31-7-6 _ 36-8-0 I — 6-0-55-0-10 5-8-13 I 5-8-13 i — 9 0 11 I i 5-0-10 I Plate Offsets(X,Y1-- [1:0-3-8,Edge]rj13:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.28 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.72 12-13 >606 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.12 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH L_ Weight:214 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 1-13:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 MITek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1351/0-3-8,10=1351/0-3-8 Max Horz 1=183(LC 11) Max Uplift 1=-262(LC 12),10=-265(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2543/643,3-4=-2270/610,4-5=-1821/538,5-6=-1801/531,6-7=-2768/755, 7-8=-1484/431,8-9=-1484/431,9-10=-1300/374 BOT CHORD 1-15=-676/2284,14-15=-676/2284,13-14=-598/2063,12-13=-572/2021,11-12=-664/2502 WEBS 3-14=-306/108,4-14=-24/298,4-13=-627/207,5-13=-279/1101,6-13=-665/247, 6-12=-198/797,7-12=-468/203,7-11=-1294/306,8-11=-309/172,9-11=-497/1887 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsh h=2511;B=45ft;L=24ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0-0 to 17-6-0,Exterior(2)17-6-0 to 20-6-0,Interior(1)26-6-11 to 36-6-4 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 20.0psf 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.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 262 lb uplift at Joint 1 and 265 lb uplift at joint 10. A WARNING-VaHy dedyn perarrrefera and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mp•7473 rex 10/03/2015 BEFORE USE Mt Design valid for use only with MITekS)connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the balling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulking 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 wilts possible personal injury and properly damage. For general guidance regarding the 6904 Parke East Blvd. Safety delivery,erection and bracing of trusses and truss systems,seeANSI/WPl1 Quality Cdterla,DS8-89 and SCSI Building Component Safety Information ovalable kom Truss Plate InstlMe,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 • •Job Truss I Truss Type Qty Ply T10183718 J160677 H11 Roof Special 1 1 _ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:20 2017 Page 1 ID:GVbh9owXRJ0r7OAGTe8GZSy6NWD-g_nVdeA6HAHMCKpfIY1 UBmpBL3Fp1_PJjxewdEzx6p9 8-0-2 15-8-13 19-3-3 24-6-11 30-5-10 36-8-0 I 8-0-2 7-8-10 l 3-6-6 5-3.8 5-10-14 l 6-2-6 Scale:3/16'=1' 5x8= 5x5= 4 21 225 5.00 I12 20 23 5x5= 3x10:-= 2x4 II 6 7 8 .7/, • is � 3x4 3 t• � 24 o 3x5 a �, 2 19 ,b 1 14 13 12 11 10 9 1.5x4 11 3x4= 5x8= 3x4_ 1.5x4 11 4x7 II 3x4 8-0-2 15-8-13 19-3-3 24-6-11 30-5-10 36-8-0 I 8-0-2 — — 7-8-10 • 3-6-6 I 5-3-8 —� 5-10-14 — I 6-2-6 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[4:0-5-12,0-2-81,[12:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.17 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.47 13-14 >926 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(TL) 0.13 9 n/a ria BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH j Weight:215 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-4:2x4 SP No.1 D except end verticals. BOT CHORD 2x4 SP No.1 D'Except' BOT CHORD Rigid ceiling directly applied or 7-2-7 oc bracing. 9-12:2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-13,7-9 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. SLIDER Left 2x4 SP No.2 2-0-0 Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer _Installation guide. REACTIONS. (lb/size) 1=1351/0-3-8,9=1351/0-3-8 Max Horz 1=192(LC 11) Max Uplift 1=-262(LC 12),9=-296(LC 9) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2556/680,3-4=-1982/589,4-5=-1767/595,5-6=-1961/603,6-7=-2268/675 BOT CHORD 1-14=-745/2292,13-14.745/2292,12-13=-563/1760,11-12=-679/2285,10-11=-450/1475, 9-10=-450/1475 WEBS 3-14=0/282,3-13=-639/205,4-13=-57/445,5-12=-111/514,6-12=-704/228, 6-11=-549/219,7-11=-289/1033,7-10=0/256,7-9=-1860/518 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=130mp11(3-second gust)Vasd=101 mph;TCDL=4.2psh BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 3-0-0,Interior(1)3-0-0 to 15-8-13,Exterior(2)15-8-13 to 22-3-3,Interior(1)22-3.3 to 24-6-11 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 262 lb uplift at joint 1 and 296 lb uplift at joint 9. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 � v WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M1.7473 rev.10103/201S BEFORE USE. M. Design valid for use only with tvlttekSs connectors.This design Is based only upon parameters shown,and Is for an Individual bulding component.not a truss system.Before use,the bulking designer must verify the applicability of design parameters and property Incorporate this design Info the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Addltlorol temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with possible personal k*zy and property damage. for general guidance ra,:gaa ving the fabrication,storage,delivery,erection and bracing of hisses and truss systems,seeANSI/1PI l Quality Criteria,D58-69 and SCSI Bu&Ang Component 6904 Parke East Blvd. Safety Information meltable from Truss Plate Institute.211)N.Lee Sheet-Saha 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T10183719 J160677 H12 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:21 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-8ALuq..Bk2TPDpTOrJGYjj_LIcTZQmQOTybOU9gzx6p8 7-0-2 13-8-13 21-3-3 6.11 29-6-2 ___ ___ 36-5-8 36/8-0 I 7-0-2 } 6-8-10 l 7-6-6 .3.8' 611 6 —I 6-11-6 0-2-8 Scale;3/16'=1' 5x8= 5x5= 4 5x5= 3x4= 5x5= 21 22 5 5.00 12 C�6 23 7 24 8 20 N .: r. 3x4 3 0 3x5.-.--.--- 2 '' J> 2 ri b 19 I 6 26 14 13 25 12 11 10 27 9 1.5x4 II 5x5= 5x8= 3x4= 3x8= 4x7 II 2x5 l 7-0-2 13-8-13 21-3-3 ___?2-6-11 29-6-2 36-8-0 I 7-0-2 ( 6-8-10 l 7-6-6 1-3-8' 6-11-6 l 7-1-14 l Plate Offsets(X,Y)-- [1:0-3-8,Edge],[4:0-5-4,0-2-4],[10:0.3-8,0-1-8],[12:0-4-0,0-3-0],[13_0-2-8,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.17 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.44 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(TL) 0.10 9 n/a r1/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH l Weight:218 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 7-2-6 oc bracing. BOT CHORD 2x4 SP No.2'Except' WEBS T-Brace: 2x4 SP No.2-4-12 1-13:2x4 SP No.1D Fasten(2X) T and I braces to narrow edge of web with 10d WEBS 2x4 SP No.2 (0.131'x3")nails,6in o.c.,with 3in minimum end distance. OTHERS 2x4 SP No.2 Brace must cover 90%of web length. SLIDER Left 2x4 SP No.2 2-0-0 j MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. JI REACTIONS. (lb/size) 1=1351/0-3-8,9=1351/0-3-8 Max Horz 1=199(LC 11) Max Uplift 1=-261(LC 12),9=-314(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2555/677,3-4=-2146/614,4-5=-1977/624,5-6=-2112/650,6-7=-2073/634, 7-8=-1425/462,8-9=-1289/413 BOT CHORD 1-14=-796/2293,13-14=-796/2293,12-13=-657/1919,11-12=-668/2086,10-11=-460/1425 WEBS 3-13=-451/157,4-13=-31/441,5-12=-105/529,6-12=-489/161,6-11=-472/183, 7-11=-264/842,7-10=-977/381,8-10=-524/1804 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft B=45ft;L=24ft;eave=5ft;Cat. II;Exp B;End.,GC0=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 3-0-0,Interior(1)3-0-0 to 13-8-13,Exterior(2)13-8-13 to 22-6-11,Interior(])22-6-11 to 36-6-4 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 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 261 lb uplift at joint 1 and 314 lb uplift at joint 9. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I AA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10N3/10I5 BEFORE USE. i• Design valid for use only with Mllek®connectors.this design Is based only upon parameters shown,and Is for an Individual Wilding component,not a truss system.Before use,the b&itdhg designer must verify the Opplicablity 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.Addtlorxl temporary and permanent[racing MiTek' is dways required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regrrding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/l141 Quality Cr terga.DS11-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from bras Plate Institute,218 N.Lee Street.Suite 312.AlexaWda VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 110183720', J160677 H13 Flat Girder 1 2 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:23 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6N W D-5ZTeFgD_a5fx3nYEOhaBpPRm6GDbE I PIPvtbEZzx6p6 7-5-1 14-8-6 21-11-10 29-2-15 3680 I 7-5-1 7-3-5 7-3-5 7-3-5 --+ __ - 7-5-1 THIS TRUSS IS NOT SYMMETRIC. Scale=1:61.3 PROPER ORIENTATION IS ESSENTIAL. 6x6= 2x4 I1 8x8= 2x4 II 8x8= 2x4 I I 1 2 13 14 3 4 is 16 5 6 N I 1 N 0 e I: III - ( I IBS. i III 1I • I Y'. 1 17 18 19 11 2021 22 23 10 24 25 26 27 928 29 30 31 8 32 33 34 7 12 6x6 II HTU26 HTU26 8x8__HTU26 HTU26 HTU26 2x4 II HTU26 HTU26 8x8__ HTU26 HTU26 2x4 I HTU26 HTU26 6x6 HTU26 HTU26 HTU26 HTU26 Special HTU26 HTU26 HTU26 7-5-1 14-8-6 21-11-10 29-2-15 36-8-0 I7-5-1 I 7-3-5 I 7-3-5 —7 3 5— 5-1 -i Plate Offsets(X,Y)-- [3:0-4-0,0-4-8),[5:0-4-0,0-4-8],[9:0-40 0-4-81,111:0-3-8,0-5-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.22 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.50 9-10 >868 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.89 Horz(TL) 0.11 7 n/a rVa BCDL 10.0 Code FBC2014ITPI2007 Matrix-MSH Weight:551 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc puffins, BOT CHORD 2x6 SP No.2'Except' except end verticals. 9-11:2x6 SP No.10 BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-1-12,1.11,3-11,3-9 OTHERS 2x4 SP No.2 2x6 SP No.2-5.7 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) 12=4455/0-3-8,7=4421/0-3-8 Max Horz 12=-167(LC 4) Max Uplift 12=-1085(LC 4),7=-1077(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12_3876/967,1-2=-5282/1341,2-3=-5282/1341,3-4=-7851/1966,4-5=-7851/1966 BOT CHORD 10-11.1900/7897,9-10=-1900/7897,8.9=-1311/5266,7-8=-1311/5266 WEBS 1-11=-1554/6402,2-11=-408/199,3-11=-3202/783,3-10=-314/1485,4-9=-379/146, 5-9=-770/3164,5-8=-296/1440,5-7=-6384/1551 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 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 1-0-0 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)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25it;B=451t;L=37ft;eave=5ft;Cat. II;Exp B;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 4)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1085 lb uplift at Joint 12 and 1077 lb uplift at joint 7. 8)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-5-8 oc max. starling at 1-0-12 from the lett end to 35-6-4 to connect truss(es)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)325 lb down and 100 lb up at 17-6-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)Is always required. 1 � K�Ger$olea' Ndan perametere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.10/031015 BEFORE USE. Design valid for use only with Mlleks connectors.TNs design Is based only upon parameters shown,and is for an Indlvkhal balding component,not a a huss 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 Indvkdual truss web art d/or chord members only. Addtlon al 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/IPI I Quality Criteria,DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Solely Information avdiable from'truss Plate Institute,218 N.Lee Sheet Suite 312,Alexandria.VA 22314. Tampa-FL 33610 Job • Truss Truss Type Oty Ply i T1018372011 J160677 H13 Flat Girder 1 2 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:23 2017 Page 2 I D:GVbh9owXRJOr7QAGTe8GZSy6N W D-5ZTeFgD_.a5fx3nYEOhaBpPRm6GDbE I PI PvtbEZzx6p6 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-54,7-12=-20 Concentrated Loads(Ib) Vert:8=-325(8)17=-326(B)18=-325(B)19=-325(B)20=-325(B)21=-325(B)22=-325(B)23=-325(B)24=-325(B)25=-325(8)26=-325(B)27=-325(8)28=-325(8) 29=-325(B)30=-325(6)31=-325(B)32=-325(B)33=-325(B)34=-325(B) r, AI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10k73r201 tr BEFORE USE Design valid for use only with Mlekb connectors.Ns design is based only upon parameters shown-and Is for an Individual building component,not a truss system.Before use.the Ixdking designer must verify the applicability of design parameters and properly Incorporate this design into the overall bullring design. pacing indicated Is to prevent budding of Individual truss wet>and/or chord members only.Addlanbracing temporary d permanent Mt ll� ek• is always required for stability arid to prevent collapse with possible personal Injury and properly damage. For general guides ce rev:wing the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Curly Criteria,DSB-89 and BCSt Bulking Component 6904 Parke East Blvd. Safely Information avcfcble from Truss Plate Institute,218 N.Lee Street Suite 312,Atexaddda VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T10183721 J160677 JO1 Jack-Open 5 1 �- Job Reference(optional Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:24 2017 Page 1 I D:GVbh9owXRJOr7QAGTe8GZSy6NW D-ZI t 0SOEdLOnogx7Q_O60LczuW gflzxW veZc8m?zx6p5 7-0.0 7-0-0 Scale=1:24.7 z1, 5.00 12 6 5 m N (y 3x4 I (b 1 4 3 5x10 MT2OHS II 7-0-0 7-0-0 -LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.10 3.4 >794 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.28 3-4 >293 180 MT2OHS 187/143 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(TL) 0.15 2 n/a rra BCDL 10.0 Code FBC2014/TP12007 Matrix-MR I Weight:23 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=251/0-5-8,2=170/Mechanical,3=81/Mechanical Max Horz 4=105(LC 12) Max Uplift 4=-18(LC 12),2=82(LC 12) Max Gray 4=251(LC 1),2=170(LC 1),3=128(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=241t eave=4ft;Cat. II;Exp B;Encl.,GCpi-0.18;MWFRS(directional)and C-C Exterlor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 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)All plates are MT20 plates unless otherwise Indicated. 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 18 lb uplift at joint 4 and 82 lb uplift at joint 2. 1 � 0 WARNING-Verily design peremetere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 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 frxtivldud building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate his design Into the overall Mldkng design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Adaltbnd temporary arid permanent bracing MiTek" Is always required for stability and to prevent colknpse with rossmle personal injury and properly damage. For general g(ldax:o regardirng the fabrication,storage,deltvery.erection and bracing of trusses and taus systems.seeANSI/TPt l Qualify Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Sa1Ny Information avalable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexcirdda.VA 22314. I Tampa.FL 33610 Job Truss Truss Type Oty Ply T10183722 J160677 J02 Corner Jack 4 1 Job Reference(optional) j Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:24 2017 Page 1 ID:GVbh9owXRJOr7QAGTe8GZSy6NW D-ZI10SOEdLOnogx7Q.O6QLczzhgjOzxWveZc8m?zx6p5 5-0-0 5-0-0 Scale=1:20.4 2 5.00 �� i 6 1.5x4 I 5 111 ME I ff i♦, ►t 4 3x4- 3 5.4-0 — 1 5-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def/ Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.07 3-4 >826 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:17 Ib F7=20°.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=177/0-5.8,2=121/Mechanical,3=56/Mechanical Max Horz 4=81(LC 12) Max Uplift 4=-8(LC 12),2=-61(LC 12),3=-1(LC 12) Max Gray 4=177(LC 1),2=121(LC 1),3=90(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.•All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=2511 B=45ft;L=2411 eave=4fh Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 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 20.0ps1 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 8 lb uplift at joint 4,61 lb uplift at joint 2 and 1 lb uplift at joint 3. � I ► WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE 5111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mlleka connectors.Ns design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the b ulicing designer must verify the cppllcal lily of design parameters and properly hccparate Ibis design Into the overall Ixlcing design. Bracing Indicated Is to prevent buckling of Individual tens web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for statAlly and to prevent collapse with possible personal Injury and properly damage. For general guidance regardng the Iabrkcation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.058-89 and SCSI Buffeting Component 6904 Parke East Blvd. Safely IMormallon mailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss `Truss Type jOty j Ply T10183723' J160677 J03 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:25 2017 Page 1 I D:GVbh9owXRJOr7QAGTe8GZSy6N W D-1 xbOgME F6ivf15idY6df uq W BN44aiOm2tDMhISzx6p4 l 3.0-0 3-0-0 scale=1:15.6 5.00 I12 2 ,i 1 sxa I I N 11. Oit 3 4 3x4 II 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 ! Horz(TL) -0.01 2 Na Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, • BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing • be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=103/0-5-8,2=71/Mechanical,3=32/Mechanical Max Horz 4=57(LC 12) Max Uplift 2=-40(LC 12),3=-4(LC 12) Max Gray 4=103(LC 1),2=71(LC 1),3=53(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psl;BCDL=3.0psi;h=25ft;B=45ft L=24th eave=411;Cat. II;Exp B;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 lit 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 40 lb uplift at joint 2 and 4 lb uplift at joint 3. • A WARNING-Verity design pensnwArtrs and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE AM-7473 rev.10103/2015 BEFORE USE mil• Design valid for use only with MITekS)connectors.This design is txzed only upon fxscmeters shown,and is for an Individual buldkng 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 landing 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 knluy and property damage. For general guidance regarding th e tabrk:atbn,storage.delNery,erection and bracing of trusses and truss systems,seeANSI/I111 Quilty Criteria,05849 and BCS&Building Component 6904 Parke East Blvd. Solely information avalable from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria VA 22314. Tarrpa.FL 33610 r Job Truss Truss Type Qty Ply T10183724 J160677 J04 Corner Jack 4 1 _ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:26 2017 Page 1 ID:GVbh9owXRJQr70AGTe8GZSy6N W D-V88ntiFtt02WwFHp5peu01201 USDRr?C6t5Fruzx6p3 I 1-0-0 —I 1-0-0 5.0012 Scale=1:11.4 2 ` 1.5x4 II �, roll ill _N l II il1 4 3 1.5x4 I' 1-0-0 I t0-0 — i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.05 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 r Vert(TL) -0.00 4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:4 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. r MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer I Installation guide. I REACTIONS. (lb/size) 4=31/0-5-8,2=22/Mechanical,3=9/Mechanical Max Horz 4=33(LC 12) Max Uplift 4=-2(LC 10),2=-22(LC 12),3=-13(LC 12) Max Gray 4=33(LC 19),2=24(LC 17),3=19(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opst;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Enc.,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 2 lb uplift at joint 4.22 lb uplift at joint 2 and 13 lb uplift at joint 3. A WARNING-Verify design paramefe a and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.100312015 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 trues system.Before use,the building designer must verity the opplicablity of design parameters and properly Incorporate this design Into the overall holding design. Bracing Indicated Is to prevent buckling of indivtdu al truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with possible personal Wry and property damage. For general gu,fdasce regarding the kbrk:atlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Crteda,DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312.AiexandrIcL VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T10183725 J160677 J05 Jack-Partial Girder 2 1 IJob Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:26 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-V88ntiFt102WwFHp5p8uQ121oUMURo7C6t5Fruzx6p3 4-9-8 { 9-7-1 4-9-8 4-9-8 3 Scale=1:24.3 A 3.54 12 NAILED r� 10 3x4 NAILED 2 9 fir* NAILED o 3x4 8 1 BOO 1 II IA 11 126 13 5 NAILED NAILED 7 1.5x4 I I >— 4 NAILED 3x4= 0-¢6 4-9-8 9-7-1 046 4-9-2 4-9-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.08 5-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.25 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 i Matrix-MSH Weight:47 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=369/0-7-0,3=118/Mechanical,4=285/Mechanical Max Horz 7=103(LC 8) Max Uplift 7=-83(LC 8),3=-54(LC 8),4=-78(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-333/84,1-2=-523/118 BOT CHORD 5-6=-173/474 WEBS 1-6=-83/430,2-5=-536/195 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.0psf;h=25ft;6=45ft;L=24ft;eave=4tt;Cat. II;Exp B;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 83 lb uplift at joint 7,54 lb uplift at joint 3 and 78 lb uplift at joint 4. 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:1-3=-54,4-7=-20 Concentrated Loads(Ib) Vert 9=-0(F)10=-45(F)11=-1(F)12=-5(F)13=-28(F) 0 WARNING-Virfly design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERANCE PAGE 411.7473 rev.10/03/2015 BEFORE USE Design valid for use only with Weide connectors.This design B tossed only upon parameters shown,and Is for an Indlvkural building component.not a truss system.Before use.the bulking designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. t&acing Indicated Is to prevent budding of individual truss wet>and/or Additional chord members only. Additional temporary and permanent bracing Ml l�T ek• Is always required for stablltty and to prevent collapse with px>ssLrle personal Inky and property damage. For general grldcnce regarding the fabrication.storage,delivery.erection and bracing of Busses and truss systems.seeANSt/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcBable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tanya.FL 33610 •Job • Truss Truss Type Qty Ply I T101837261 J160677 J06 Jack-Partial Girder 2 1 l i Job Reference(optional) _ Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:27 2017 Page 1 ID:GVbh9owXRJOr7OAGTe8GZSy6NW D-zKi952GVeJANXOs?f Wf7zFbTBtiOAE 1 LKXroNKzx6p2 4-11-0 9-10-1 4-11-0 I 4-11-0 3 , Scale=1:24.7 ,, 3.54'12 NAILED 1 10 3x4 I NAILED 2 9 I1 NAILED o, o 3x4 6 6 II O. C.:, II 126 13 5 NAILED NAILED NAILED 7 1.5x4 I 3x6— 4 3x4= 0- 4-11-0 9-10.1 0-0-6 4.10.10 — 4-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 i Lumber DOL 1.25 BC 0.44 Vert(TL) -0.08 5-6 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.27 Horz(TL) 0.01 4 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH j Weight:48 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 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=380/0-7-0,3=119/Mechanical,4=292/Mechanical Max Horz 7=105(LC 21) Max Uplift 7=-86(LC 8),3=-54(LC 8),4.79(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-342/86,1-2=-544/122 BOT CHORD 5-6=-178/494 WEBS 1-6=-85/446,2-5=-557/201 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psh BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;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.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 86 lb uplift at joint 7,54 lb uplift at joint 3 and 79 lb uplift at joint 4. 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:1-3=-54,4-7=-20 Concentrated Loads(Ib) Vert:9=-0(B)10=-45(B)11=-1(B)12=-5(B)13=-28(B) � I A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED Mu SK REFERANCE PAGE M1.7473 rev.10/032015 BEFORE USE. 1, Design valid for use only with Mitek®coned tors.his design is based only upon parameters shown.and Is for an hdMdual building component.not a truss system.Before use.the building designer must wally the applicability of design parameters and properly irrx p rate this design into the overall balding design. Bracing Indicated is to prevent truckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stchillly and to prevent collapse with possible personal hjcry and properly damage. For general guk anc:e regorging the 6904 Parke East Blvd.fatxlcatkxn,storage,delivery.erection and tracing of trusses and truss systems,seeANSI/TP11 Quality Criteria.DSB-89 and SCSI Budding Component Safety Information avdlabIe from truss Plate institute.218 N.tee Skeet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type `Oty Ply T10183727 J160677 J07 Corner Jack 14 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:28 2017 Page 1 I D:GVbh9owXRJOr7QAGTe8GZSy6N W D-R W GXI NH7Pd1D9YQBDEAM W S8fIH4MvIVVZBaLvmzx6p 1 5-0-0 I 5-0-01 Scale=1:19.0 2 5.00 FT 6 1.5x4 .1 5 1 N I 4 3x4= 5-0.0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 3-4 >834 180 BCLL 0.0 * I Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:16 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 4=177/0-5-8,2=120/Mechanical,3=57/Mechanical Max Horz 4=74(LC 12) Max Uplift 4=-12(LC 12),2=58(LC 12) Max Gray 4=177(LC 1),2=120(LC 1),3=90(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=2511;B=45ft L=24ft;eave=4ft Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3.1-12,Interior(1)3-1-12 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 12 lb uplift at joint 4 and 58 lb uplift at joint 2. WARNING-Verily rNuNyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MAF7073 rev.10473/2015 BEFORE USE. 11111. Design valid for use only with tvIllekty'connectors.this design is Lased 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 property incorporate this design Into the overall building design. Rachg indicated 1s to prevent buckling of Individual truss web a ndAx chord members only.Additional temporary and permanent bracing : MiTek" is dways reed for stability and to prevent collapse with possible personal injuy and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.see.ANSI/TPI I Quality Criteria,DSB-89 and BCSI Bulling Component 6904 Parke East Blvd. Safety Information available from Truss Plate knstlute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Oty Ply T10183728 J160677 J08 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 S Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:28 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-RWGXINH7PdID9YQBDEAMWS8j 1 H7hvIVVZBaLvmzx6pl 3-0-0 3-0-0 Scale=1:14.1 5.0012 2 1.5x4 II d N d I ♦j 3 4 2x4 II 3-0-0 30-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 nla n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=103/Mechanical,2=71/Mechanical,3=33/Mechanical Max Horz 4=50(LC 12) Max Uplift 4=-2(LC 12),2=-37(LC 12),3=-2(LC 12) Max Gray 4=103(LC 1),2=71(LC 1),3=53(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.01isf;h=25ft;B=45tt L=24ft;eave=oft;Cat. II;Exp B;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 2 lb uplift at joint 4,37 lb uplift at joint 2 and 2 lb uplift at joint 3. lot A WARNING-Vastly design pafam.t rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE Design wild for use only with Mllek s connectors.This design Is based only upon parameters shown,and Is for an indMdal building component,not a truss system.Before use.the txi lding designer must verify the applicability of deign parameters and properly Incorporate this design into the overall braang design. Racing indicated Is to prevent buckling of Ind dual truss web and/or chord members only. Additional temporary and pxrmanent bracing MiTek' Is always requked for stablity and to prevent collapse with possible personal'Nary and property damage. for general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,1:S8-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T10183729 J160677 J09 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:29 2017 Page 1 I D:GVbh9owXRJOr7QAGTe8GZSy6N W D-wjgvVjHIAxQ4ni?Onxhb2ggvAhUCeCleorKvRDzx6p0 1-0-0 1-0-0 5.00 Fir Scale=1:9.9 2 1.5x4 I I 1i1 i co I — a E 3 :4400 4 1.5x4 II 1-0-0 ------------------------- 1-0-0 —i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:4 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=31/0-5-8,2=22/Mechanical,3=9/Mechanical Max Horz 4=27(LC 12) Max Uplift 2=-17(LC 12),3=-7(LC 12) Max Gray 4=31(LC 1),2=22(LC 1),3=16(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24th eave=41t;Cat. II;Exp B;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 17 lb uplift at joint 2 and 7 lb uplift at joint 3. • V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1.10-7073 rev.104)3/2015 BEFORE USE. Design valid for use only with Wield/connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a teas system.Before use,the buiking 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 tracing MiTek* Is always required for stability and to prevent collapse wtth possible personal h)try and property dcrnage. For general guictcnce regarding tlx: fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI BuNdhg Component 6904 Parke East Bbd. Safety Information available from Truss Plate Insttute,218 N.Lee Street,Stile 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T10183730 J160677 J10 Jack-Open 2 1 Job Reference(optional)__ Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:30 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-OvOHj310xEYx0saaKfCgbtDv55ilNt?n0U3S_fzx6p? 7-0-0 7-0-0 Scale=1:23.2 2 5.00 112 6 5 rf 3x4 II Pio 111111 4 3 5x5 I 7-0-0 7-0-0 —1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.10 3-4 >848 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 I Vert(TL) -0.28 3-4 >295 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.11 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:23 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=251/0-5-8,2=170/Mechanical,3=81/Mechanical Max Horz 4=99(LC 12) Max Uplift 4=-22(LC 12),2=-79(LC 12) Max Gray 4=251(LC 1),2=170(LC 1),3=127(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=251h B=45(1;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 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 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit 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 22 lb uplift at joint 4 and 79 lb uplift at joint 2. • • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE MO-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with Mlelef9 connectors.Ills design Is based only upon parameters shown,and Is(or an Individual bulding component,not a truss system.Before use.the biking designer must verify the applcatility of design parameters and property Incorporate this design into the overdl building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing Milt** Is always required for stability and to prevent collapse with possible personal In*ry and properly damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria.05B-89 and SCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate Institute.21814.Lee Sheet,Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T10183731 J160677 J11 Jack-Partial Girder 2 1 Job Reference(optional)__ Manning Building Supplies, Jaksonville,FL 8.030 S Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:30 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6N W D-OvOHj31OxEYxOsaaKICgbtDzx5kNNbwn0U3S_fzx6p? 4-9-8 9-7-1 } 4-9-8 4-9-8 Scale=1:22.7 3 T 11.- 3.54',12 NAILED 10 3x4% - NAILED 2 9 1♦ NAILED 7 fi 3x4 10•1111 I1 1 1 `i 31 11 126 13 5 ►. NAILED NAILED 7 3x8= 4 1.5x4 II NAILED 3x4= 0 0 6 4-9-8 9-7-1 0-f)-6 4-9-2 — — 4 9 8 Plate Offsets Oy)-- 16:0-3-8,0-1_8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.03 5-6 >999 240 i MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.08 5-6 >999 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014lfP12007 I Matrix-MSH Weight:46 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. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer L Installation guide. REACTIONS. (lb/size) 7=370/0-7-0,3=118/Mechanical,4=285/Mechanical Max Horz 7=96(LC 8) Max Uplift 7=-73(LC 8),3=-53(LC 8),4=-59(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-332!76,1-2=-587/111 BOT CHORD 5-6=-166/535 WEBS 1-6=-69/457,2-5=-590/183 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psh BCDL=3.0psf;h=25ft B=45ft;L=24It;eave=oft;Cat. II;Exp B;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)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 73 lb uplift at joint 7,53 lb uplift at joint 3 and 59 lb uplift at joint 4. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NOS 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 Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-7=-20 Concentrated Loads(Ib) Vert:9=-0(F)10=-44(F)11=-1(F)12=-5(F)13=-29(F) 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 111-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mllektn 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 verily the appllcablity of design parameters and properly Incorporate this design Into the overall tilting design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always requited to stabltty and to prevent collapse with possible personal injury and property damage. For general guidance negating the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSl/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,216 N.lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 • Job Truss Truss Type Oty Ply T10183732 1J160677 J12 Jack-Partial Girder 2 1 Job Reference(pp pnati Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:31 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6N W D-s5yfwPJOiYgo009muMk375m81V3H62pxF8p0W 5zx6p_. 4-11-0 9-10-1 4-11-0 — I 4.11-0 3 Scale=1:23.1 A _ 'A 3.54 12 NAILED 10 3x4 NAILED 2 9 9 ' o m NAILED 8 3x4 1fro1 o — r� nr ' 1 nn -- r 11 126 13 5 NAILED NAILED3 _ NAILED 4 1.5x4 II 3x4= Q 4-11-0 9-10-1__ I 046 4-10-10 4-11-0 Plate Offsets(X,Y)-- [6:0-3.8,0-1-8) — -- — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.09 5-6 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.28 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MSH Weight:47 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=381/0-7-0,3=119/Mechanical,4=292/Mechanical Max Horz 7=98(LC 8) Max Uplift 7=-75(LC 8),3=-53(LC 8),4=-60(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-342178,1-2=-610/114 BOT CHORD 5-6=-171/556 WEBS 1-6=-71/473,2-5=-612/188 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psh BCDL=3.Opsh h=2511;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;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 tit 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 75 lb uplift at joint 7,53 lb uplift at joint 3 and 60 lb uplift at joint 4. 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:1-3=-54,4-7=-20 Concentrated Loads(Ib) Vert:9=-0(F)10=-44(F)11=-1(F)12=-5(F)13=-29(F) r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111-7473 rev.lGJO51015 BEFORE USE. Design vdtd for use only with MnekS connectors.This design Is based only upon parameters shown,o nd is for an individual holding component,not a truss system.Before use.the trildng designer must verify the applk:dliry of design parameters and properly Incorporate this design into the overall brlckng design. IkacIng Indicated Is to prevent buckling of indMdual truss web and/or chord members only. Additional temporary and permanent bracing M ilei Is always requked 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/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bfvd. 11 SdNy information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria VA 72314. Targe,FL 33610 Job 'Truss ITruss Type Qty Ply 110183733 J160677 J13 Jack-Open 3 1 .Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:32 2017 Page 1 ID:GVbh9owXRJOr70AGTe8GZSy6N W D-KI W 281KeTsofeAkzS4Flgl IJ9uQ6rZU4UoYZ1 Yzx6oz 580 5-8-0 Scale=1:20.4 2 y 5.00 6 °0' N 5 3 la 2x4 I I • N 1 lam! .l ►, 3.00 12 ►A 4 4x4 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud • PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.05 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.12 3-4 >551 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 2 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing 7 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=202/0-5-8,2=137/Mechanical,3=65/Mechanical Max Horz 4=84(LC 12) Max Uplift 4=-15(LC 12),2=66(LC 12) Max Gray 4=202(LC 1),2=137(LC 1),3=102(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psh h=25th B=45th L=24ft;eave=41h Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-7-4 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 20.0pst 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)Bearing at joint(s)4 considers parallel to grain value using ANSI/IPI 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 15 lb uplift at joint 4 and 66 lb uplift at joint 2. 4 5 A WARNING-Var#y das/gn paramatars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MAI-7473 rev.10/03/2011 BEFORE USE. mil• Design valid for use only with Weld/connectors.This design Is based only upon parameters shown,and Is for an Indivldid lurking component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate fhb 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 MiMek* B always required tor stability and to prevent collapse with possible personal i4ay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/TPI l Quality Criteria.DS849 and BCSI BuNdny Component 6904 Parke East BNd. Safely Information avddre from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I T10183734 J160677 J14 Jack-Open 4 1 Job Reference(optional) _ Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:32 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6N W D-KI W 281KeTsofeAkzS4FIgII FOuN5rZU4UoYZ1 Yzx6oz 7.0.0 7-0-0 2 Scale=1:26.9 1 N, � 5.00 6 ill 5 2x5 o1� d iiI 4. NI MN it, iii 4 3 5x5 II 7-0-0 I— 7-0-0 I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.12 3-4 >699 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 • BC 0.53 Vert(TL) -0.28 3-4 >290 180 • BCLL 0.0 ' Rep Stress Ina YES , WB 0.00 Horz(TL) 0.20 2 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:24 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. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS. (Ib/size) 4=251/0-3-8,2=171/Mechanical,3=80/Mechanical Max Horz 4=114(LC 12) Max Uplift 4=-11(LC 12),2=86(LC 12),3=-1(LC 12) Max Gray 4=251(LC 1),2=171(LC 1),3=128(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24th eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3.1-12,Interior(1)3-1-12 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.Ops1 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 11 lb uplift at joint 4,86 lb uplift at joint 2 and 1 lb uplift at joint 3. mit ' f A WARNING-Verify desfpn parnwtors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03x1015 BEFORE USE Design valid for use only with Werke connectors.this design Is ix rsd only upon parameters shown,and Is for an hdivlcfural building component not a truss system.Before we.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 01 InciNkiud truss web and/or chord members only. Additional temporary and permanent Gracing MiTek' Is always required for stability and to prevent collapse with rx.'ssibto personal hiuy and property damage. For general grid nce regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,see.ANSUIPI I Quality Criteria.DSB-69 and BC51 Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.tee Sheet,Suite 312,Alexandria.VA 22314. Tanga.FL 33610 Job Truss Truss Type I Qty Ply T10183735 J160677 J15 Corner Jack I 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:33 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6NW D-oU4QL5KGE9w W FJJ90nmXDW rUe1 m2a0kEjS16ZScale=_zx6oy1:23.0 5.2.2 5-2.2 2 5.00,12 i 6 1.5x4 II 5 n 1 w chth M d) l 1, 4 3 5x5 II 5-2-2 -- 6.2.2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Met! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.05 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.08 3-4 >734 180 BCLL 0.0 * Rep Stress incr YES WB 0.00 Horz(TL) -0.09 2 n/a rVa BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MR Weight:18 lb 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer j Installation guide. J REACTIONS. (lb/size) 4=184/0-3-8,2=126/Mechanical,3=58/Mechanical Max Horz 4=92(LC 12) Max Uplift 4=-2(LC 12),2=-67(LC 12),3=-4(LC 12) Max Gray 4=184(LC 1),2=126(LC 1),3=94(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft B=45ft;L=24ft;eave=4f1;Cat. Il;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-1-6 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 2 lb uplift at joint 4,67 lb uplift at joint 2 and 4 lb uplift at joint 3. { WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIiEK REFERANCE PAGE M9.7479 rev.10/03/2016 BEFORE USE. 11111. Design valid for use only with Milekb connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use.the IwNdtng designer must verity the appticablity of design pxxameters and properly incorporate this design into the overall bulking design.Bracing indicated Is to prevent buckling or ksdlvkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always requked for slablltty and to prevent collapse with possible personal knlury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPIl Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bird. Safety Information avalable from truss Plate hsNtute,218 N.Lee Street,Suite 312,Wexandrka.VA 72314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T10183736 J160677 J16 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:33 2017 Page 1 I D:GVbh9owXRJQr70AGTe8GZSy6N W D-oU4QL5KGE9wW FJJ9OnmXD W rXSIoXaOkEjS16Z_zx6oy 3-2-2 3-2-2 i Scale=1:18.0 5.00 12 2 2x4 11 Lr) 3 4 3x4= 3.2-2 — 1 3-2.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vde11 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(TL) -0.03 2 n/a n/a BCDL 10.0 Code FBC2014/1PI2007 Matrix-MR Weight:12 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 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. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=110/0-3-8,2=76/Mechanical,3=34/Mechanical Max Horz 4=68(LC 12) Max Uplift 2=-46(LC 12),3=-8(LC 12) Max Gray 4=110(LC 1),2=76(LC 1),3=57(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vull=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;13=451t;L=24ft;eave=oft Cat. II;Exp B;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 tit 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 46 lb uplift at joint 2 and 8 lb uplift at joint 3. V WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M67473 rev.10/032015 BEFORE USE Design valid lor use only with Mlleksc connectors.Isis design Is based only upon parameters shown,and Is for an Individual bolding component,not a truss system.Before use,the building designer must verify the applicability of design ixlameters and property incorporate this design Into the overall buldng design. Racing 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 fxend Injury y and property darnage. for general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery.erection and bracing of trusses and truss systems seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component Safety Information avdTruss d�le from Plate Institute,218 N.lee Street,Suite 312,Alexandria.VA 22314. Tempa.FL 33610 a Job Truss Truss Type Qty Ply T10183737' J160677 J17 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jaksonvilte,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:34 2017 Page 1 ID:GVbh9owXRJOr7QAGTe8GZSy6N W D-GgdoZRLu_T2NtTulZVHmIjOk?iATJT Nx61 g6Ozx6ox 1-2-2 I-- 1-2-2 i 5.00 12 Scale=1:13.9 2 1.5x4 i1 1 4 • N N f. 7, N li IV Er 4 1.5x4 1 3 122 I __I 1-2-2 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:6 lb 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EMITek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer Installation guide______ REACTIONS. (lb/size) 4=38/0-3-8,2=27/Mechanical,3=11/Mechanical Max Horz 4=45(LC 12) Max Uplift 4=-9(LC 10),2=-29(LC 12),3=-20(LC 12) Max Gray 4=42(LC 19),2=31(LC 17),3=27(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psh BCDL=3.Opsf;h=25ft;B=4511;L=24ft eave=4tt;Cat. II;Exp B;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 psi 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 9 lb uplift at joint 4,29 lb uplift at joint 2 and 20 lb uplift at joint 3. t, 1 mi. 0 WARNMVG-VorNy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1.7473 rev.1GtW2015 BEFORE USE Design valid for use only with Mtlek@ 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 pacmeters and properly incorporate this design Into the overall ST bulking design. IAachg indicated Is to prevent budding of Individual truss web and/or chord members only.Addtional temporary and permanent bracing MiTek' Is always required for statAlly and to prevent collapse with possble personal htury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and huts systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.Lee Street,Suite 312,Nexandla.VA 22314. Tampa,FL 33610 ii Job Truss Truss Type IQty Ply J160677 J18 Corner Jack 11 1 110183738 Job Reference(optional)_ Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:35 2017 Page 1 ID:GVbh9owXRJOr7QAGTe8GZSy6NW D-kIBAmnMWInAEVdTY7Co?IxwrR65i2wEXAmnDeszx6ow I 4-11-14 _{ 4-11-14 Scale=1:21.7 2 5.00!12 fil 6 1.5x4 II 5 _ d, 1di 1 d MI Ei ►. 4 3 5x5 II — 4-11-14I i 4-11-14 - ----------------------- -- ----- LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.04 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.07 3-4 >821 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.08 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-14 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. ! MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=177/0-3-8,2=121/Mechanical,3=56/Mechanical Max Horz 4=90(LC 12) Max Uplift 2=-65(LC 12),3.4(LC 12) Max Gray 4=177(LC 1),2=121(LC 1),3=91(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45it;L=24ft eave=4it;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 4-11-2 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 65 lb uplift at joint 2 and 4 lb uplift at joint 3. 4 1 0 WARNING-Verify design parameters and READ NOTES ON THIS ANO INCLUDED MITER REFERANCE PAGE MH-7473 rev.10032015 BEFORE USE Design valid for use only with Milekt9 connectors.this design Is based only upon parameters shown,and Is for an individual building component,notMilt a truss system.Before use.the bullring designer must verify the applicability of design parameters and properly Incorporate this design into the overall briding design. Bracing Indicated Is to prevent budding 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 inks),and property damage. for general guldanco regarding the fabrication,storage.delivery.erection and bracing of trusses and tens systems.seeANSI/lPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Soley Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 72314. Tampa.Ft.33610 r Job Truss Truss Type Qty Ply T10183739 J160677 J19 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:35 2017 Page 1 ID:GVbh9owXRJOr7QAGTe8GZSy6NW D-k1BAmnMWInAEVdTY7Co?Ixwt96VB2wEXAmnDeszx6ow 2-11-14 2-11-14 Scale=1:17.6 5.00 TT 2 1� 2x4 II 1 ry N N 4 3x4 I I 2-11-14 H 2-11-14 LOADING(psf) � SPACING- 2-0-0 CSI. DEFL- in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 2 r1/a ria BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-14 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. MiTek recommends that Stabilizers and required cross bracing . be installed during truss erection,in accordance with Stabilizer• j Installation guide. J REACTIONS. (lb/size) 4=103/0-3-8,2=71/Mechanical,3=32/Mechanical Max Horz 4=66(LC 12) Max Uplift 2=-44(LC 12),3=-9(LC 12) Max Gray 4=103(LC 1),2=71(LC 1),3=53(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=2411 eave=41t;Cat. II;Exp B;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 44 lb uplift at joint 2 and 9 lb uplift at joint 3. 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MirE1f REFERANCE PAGE MN-7473 rev.1603(2015 BEFORE USE. , Design valki for use only with Milelc®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 paameters 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 txacing MiTek' Is always requied for stabltty and to prevent collapse wilts possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Bid. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/TPI1 Qualty Criteria,DSS-$9 and SCSI Bolding Component Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexardirla VA 22314. Tampa.FL 33610 � L Job Truss Truss Type Qty Ply T10183740 J160677 J20 Corner Jack 1 1 _Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:36 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6N W D-C3IY.6N8W 4156n2khvJEg8T4c W s2nN UgPQW nAJzx6ov 0.11.14 0-11.14 5.00 12 Scale=1:13.5 2 1.5x4 II ►�,� 1 d� • ri N _O nr 0 /• 1 1 4 1.5x4 II 3 0-11-14 0-11-14 LOADING (psi) SPACING- 2-0-0 1 CSI. DEFL. in (lac) Vdeil Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:5 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-14 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 4=31/0-3-8,2=22/Mechanical,3=9/Mechanical Max Horz 4=43(LC 12) Max Uplift 4=-18(LC 10),2=-29(LC 12),3.24(LC 12) Max Gray 4=41(LC 12),2=29(LC 17),3=29(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45th L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterlor(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 pst 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 18 lb uplift at joint 4,29 lb uplift at joint 2 and 24 lb uplift at joint 3. a WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10103/2015 BEFORE USE. Design valid for use oNy with MITekcs connectors.this design Is based only udxn parameters shown,and Is lor 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 Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requ red tor stability and to prevent collapse with possible personal injury and property damage. For general guidance regadtrng the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/IPI l Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcictle from Torus Plate Institute,2t8 N.Lee Street,Suite 312.Alexandria-VA 22314. Tempe.FL 33610 • Job Truss Truss Type Qty Ply I 110183741 J160677 J21 ICornerJack 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:36 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6N W D-C3IY_6N8W 4156n2khvJEg8TOBW oxnNUgPQ W nAJzx6ov 5.0.0 5-0-0 —� Scale=1:22.6 2 • s.00 l 12 s 1.5x4 II 5 orb 111 m 1 ►.t 4 3 5x5 II 5-0-0 5-0-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) IVdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.04 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.07 3-4 >817 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.08 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MR Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=177/0-3-8,2=122/Mechanical,3=56/Mechanical Max Horz 4=90(LC 12) Max Uplift 4.1(LC 12),2=65(LC 12),3=-4(LC 12) Max Gray 4=177(LC 1),2=122(LC 1),3=91(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsi;h=25ft;B=45fh L=24ft eave=4lh Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 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 1 lb uplift at joint 4,65 lb uplift at joint 2 and 4 lb uplift at joint 3. 4 I 0 WARNING-Verify desIgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*41-7473 rev.10m32015 BEFORE USE t)esle valid for use only with Mllekas connectors.this design Is based only upon parameters shown,and Is for an individual bulking component,not a truss system.Before use,the tilling designer must verity the applicability of design parameters and property Incorporate 1Ns design Into the overall bulking design. Bracing Indicated B 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 p osstie personal Injury and properly damage. For general guidance segarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.see.ANSI/TPI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avc>kble Born Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria VA 22314. Tampa.FL 33610 ♦ r Job Truss Truss Type Qty Ply T10183742 J160677 J22 Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:37 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-hFJxBSOnHOQykxdwFdrTNMOD1vBfWgkpd4GKilzx6ou 3-0-0 3-0-0 ■ Scale=1:17.6 5.00[12 2 2x4 Hoiooi0000llgV 1 7l gin 1 in ni --- 3 4 3x4 II 3-0-0 -- --I ll 3-0-0 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.01 3-4 >999 180 BOLL 0.0 ' Rep Stress!nor YES WB 0.00 Horz(TL) -0.03 2 n/a n/a BCDL 10.0 Code F8C20141TPI2007 Matrix-MR Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=103/0-3-8,2=72/Mechanical,3=32/Mechanical Max Hort 4=66(LC 12) Max Uplift 2=-44(LC 12),3=-8(LC 12) Max Gray 4=103(LC 1),2=72(LC 1),3=53(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=41h Cat. II;Exp B;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 44 lb uplift at joint 2 and 8 lb uplift at joint 3. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003/2015 BEFORE USE Design vdki for use only with Mlleklu connectors.This design is based only ripen parameters shown,and is for an indMalual building component,not a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly Incorporate this design Into the overall txldiing design. &acing Incacated is to prevent buckling of IndlvIdu l truss web Cr.a/or chord members only.Additional temporary and permanent bracing M trek' Is always required for stability and to prevent collapse with possible personal inJuy and property damage. For general gukknce regarding the fabrication storage,deltvery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdialle born Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Oty j Ply T10183743 J160677 J23 Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:37 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6N W D-hFJxBSOnHOQykxdwFdrTNMOFMVC H W gkpd4GKilzx6ou I 1-0-0 1-0-0 5.0012 Scale=1:13.5 2 1.5x4 I I 1 I/', n O' N 1 II M. 4 1.5x4 3 F-- 1-0-0 I 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MRWeight:5 lb FT=20% I 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 4=31/0-3-8,2=22/Mechanical,3=9/Mechanical Max Horz 4=43(LC 12) Max Uplift 4=-17(LC 10),2=29(LC 12),3=-24(LC 12) Max Gray 4=41(LC 12),2=29(LC 17),3=28(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=4511;L=24fh eave=4ft;Cat. II;Exp B;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 17 lb uplift at joint 4,29 lb uplift at joint 2 and 24 lb uplift at joint 3. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mileksh connectors.Ns design Is based only upon parameters shown,and Is fa an individual building component,not , a truss system.Before use,the balding designer roust verily the cy plka pity of design parameters and properly Incorporate this design Into the overall briding design. Bracing Indicated Is to prevent buckling of Indlvklual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with posstbkr personal Inlay and properly damage. For general guidance regarding the Blvd.Parke East labr catbn,storage,delivery,erection and bracing of trusses cad truss systems.seeANSI/1PI1 Qudlly Criteria,DS849 and SCSI BeNding Component 690469 P.FL 33610 Safety Information av�le horn truss Plate Institute,218 N.lee Street,Suite 312.Alexandria,VA 22314. Job Truss !Truss Type Qty Ply T10183744 J160677 J24 Jack-Partial Girder 1 !Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:38 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-9RWOo0P2iYpM5B6oKMivZYLeJSNFEIzsk?tFBzx6ot 4-9-7 9-6-14 4.9.7 4.9-7 3 �i Scale 1:26.7 3.54 12 NAILED 1( 10 3x4 I - NAILED 2 9 NAILED 3x4 8 I 1101 rig 0 nn 111 (1 i1 W1 11 12 6 13 5 NAILED 3x4= NAILED 4 1.5x4 II NAILED 3x4= 01-6 4-9-7 9-6-14 04-6 4-9-1 4-9-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.08 5-6 >999 180 BOLL 0.0 ' Rep Stress lncr NO WB 0.24 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:49 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=368/0-4-3,3=117/Mechanical,4=285/Mechanical Max Horz 7=112(LC 8) Max Uplift 7=-97(LC 4),3=-55(LC 8),4=-92(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-333/89,1-2=-450/116 BOT CHORD 5-6=-171/405 WEBS 1-6=-86/388,2-5=-476/201 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=451t;L=24ft;eave=4lt;Cat. II;Exp B;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 97 lb uplift at joint 7,55 lb uplift at Joint 3 and 92 lb uplift at joint 4. 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:1-3=-54,4-7=-20 Concentrated Loads(Ib) Vert:9=-0(B)10=-45(B)11=-0(B)12=-4(B)13=-27(8) t � 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE IN-7473 rev.10/02201S BEFORE USE. Design valid for use only with MIekS connectors.INs design Is txaod only upon parameters shown,and is for an Individual bulling component,not a truss system.Before tee,the bulking designer must verify the applicability of design parameters and properly Incorporate Mt design into the overall bulking design. Bracing Indicated B 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 wllh possible personal Injury and property damage. For general guidance regaling the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Burg Component 6904 Parke East Blvd. Safety IMormaton avaMable from Truss Plate Institute,218 N.Lee Street,Stile 312,Alexandria-VA 22314. Tampa,FL 33610 a Job Truss Truss Type Qty Ply 710183745' J160677 J25 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:39 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6N W D-deRhc8P 1 p?ggzFmJM2txSn5VxjoC_g965OI Rnezx6os 4-11-0 9-10-1 fi 411 0 4-11-0 i 3 Scale=1:27.1 3.54 FF2 NAILED 1 10 3x4 NAILED 9 I :� NAILED re V. 3x4 B N v 1 i a w 11 I 1 — 1 ;fel 11 12 6 13 5 7 NAILED 3x4.. NAILED 4 1.5x4 II NAILED 3x4= 0-9-6 4-11-0 9-10-1 0•(16 410 to I 4-11-0 —I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.08 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(TL) 0.00 4 n/a n/a 1 BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH i Weight:50 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. 1 MITek recommends that Stabilizers and required cross bracing j be installed during truss erection,in accordance with Stabilizer 1 Installation guide. -._ 1 REACTIONS. (lb/size) 7=381/0-4-3,3=122/Mechanical,4=296/Mechanical Max Horz 7=114(LC 8) Max Uplift 7=-96(LC 4),3=-58(LC 8),4=-94(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-344/92,1-2=-474/122 BOT CHORD 5-6=-178/427 • WEBS 1-6=-91/408,2-5=-500/208 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp B;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 psi 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 96 lb uplift at joint 7,58 lb uplift at joint 3 and 94 lb uplift at joint 4. 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(pit) Vert:1-3=-54,4-7=-20 Concentrated Loads(Ib) Vert:9=-1(F)10=-50(F)11=-1(F)12=-5(F)13=-29(F) Q WARNING-Verify deeIgn pa smefers and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1.11-7473 rev.10/03/2015 BEFORE USE 11111 Design valid for use only with M lekT connectors.this design is txrsed only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applfcabli y of design parameters and property Incorporate this design Info the overall biding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary end permanent bracing MRek• Is always required for stability and to prevent collapse with rwsstt Ie personal him and property driftage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 • r Job Truss Truss Type Qty 1Ply T10183746I J160677 J26 Jack-Partial Girder 1 1 I Job Reference(optional) j Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:40 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-5q?3pUOfaJo W bOLVw10A?._eh778gj8mGK2U_J4zx6or 4-9-8 9-7-1 I 4-9-8 —f 4-9-8 3 N Scale=1:26.7 3.54 FIT NAILED 10 3x4 NAILED 2 9 00 00 ui NAILED ,h 3x4 8 la 1 " a� td II 12 6 13 5 NAILED 3x4= NAILED 4 1.5x4 II NAILED 3x4= 0-9-6 4-9.8 — 9-7-1 i 046 4-9-2 4-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) t/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 j Lumber DOL 1.25 BC 0.41 Vert(TL) -0.08 5-6 >999 180 BCLL 0.0 * 1 Rep Stress Incr NO WB 0.24 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 1 Code FBC2014/TP12007 Matrix-MSH Weight:49 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=369/0-4-3,3=118/Mechanical,4=285/Mechanical Max Horz 7=112(LC 8) Max Uplift 7=-97(LC 4),3=-55(LC 8),4=-92(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-333/89,1-2=-452/116 BOT CHORD 5-6=-171/406 WEBS 1-6=-86/389,2-5=-478/201 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=241t;eave=41t Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever lett 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 97 lb uplift at joint 7,55 lb uplift at joint 3 and 92 lb uplift at joint 4. 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:1-3=-54,4-7=-20 Concentrated Loads(lb) Vert:9=-0(F)10=-45(F)11=-1(F)12=-4(F)13=-27(F) • 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*11-7473 rev.16tl3/201S BEFORE USE mit Design valid for use only with Mllekua connectors.Ihls design Is based only upon parameters shown,and Is for an Individual al buiding component,not a truss system.Before use,the bolldng 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 tracing 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/TPI I Quality Criteria,DSB-89 and BCSI Bullring Component 6904 Parke East Btvd. Safety Information available from Truss Plate Insltu te,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tanga.FL 33610 • Job Truss Truss Type jOty 1Ply 1 T10183747 J160677 J27 Jack-Partial Girder 1 1 ! Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:41 2017 Page 1 ID:GVbh9owXRJOr7GAGTe8GZSy6NWD-ZOYR1gRHLdwNDYwhUTvPXCArWXUkSagPYiEXsWzx6oq I 4-11-0 9-10.1 4-11-0 4-11-0 3 Scale=1:27.1 3.54 r12 NAILED '� 10 3x4 I NAILED 2 9 II v NAILED • 3'x4 0111111 1t I illbIIIIIIIIIIIIo....... .. ci it 126 13 5 7 NAILED NAILED3x4_ NAILED 4 1.5x4 II 3x4= 0-9-6 4-11-0 I 9.10.1 __ - 0-11-6 4-10-10 4-11.0.0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.08 5-6 >999 180 BCLL 0.0 " Rep Stress Ina NO WB 0.26 Horz(TL) 0.00 4 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:50 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=380/0-4-3,3=118/Mechanical,4=292/Mechanical Max Horz 7=114(LC 8) Max Uplift 7=-100(LC 4),3=-55(LC 8),4=-93(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-343/92,1-2=-471/120 BOT CHORD 5.6=-176/424 WEBS 1.6=-8W405,2-5=-497/207 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psi;BCDL=3.Opsf;h=2511;B=45ft;L=24fh eave=4ft Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical lett and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0ps1 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 7,55 lb uplift at joint 3 and 93 lb uplift at joint 4. 6)"NAILED"indicates 3-10d(0.14853")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:1-3=-54,4-7=-20 Concentrated Loads(Ib) Vert:9=-0(B)10=-45(B)11=-1(B)12=-4(B)13=-27(B) r mit A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MMTEK REFERANCE PAGE Mil-7473 rev.14N32015 BEFORE USE. Design valid for use only with Mileke connectors.INs 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 or individual ual truss web and/or chord members only. Additional temporary crit permanent bracing MiTek, Is always regrked for stability and to prevent collapse with possible personal kntuay and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1Pt l Quaky Criteria,DSB-89 and SCSI Building Component Safely Information ay.lable from truss Plate ksstiMe,218 N.lee Street Suite 312,Alexandria.VA 22314. Tanga.FL 33610 r Job Truss Truss Type Oty Ply T101837481 J160677 IJ28 Jack-Open 5 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:41 2017 Page 1 ID:GVbh9owXRJOr7QAGTe8GZSy6NWD-ZOYR1gRHLdwNDYwhUTvPXCAo6XSCSejPYiEXsWzx6oq 7.0.0 7.0-0 Scale=1:27.3 2 1 5.00171F " 5 6 2X5 II e i ff -' I1 4 3 5x10 MT2OHS II 7-0-0 7.0.0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.12 3-4 >682 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.28 3-4 >290 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.21 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:24 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 4=251/0-3-8,2=171/Mechanical,3=80/Mechanical Max Horz 4=116(LC 12) Max Uplift 4=-10(LC 12),2=-86(LC 12),3=-1(LC 12) • Max Gray 4=251(LC 1),2=171(LC 1),3=128(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 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)All plates are MT20 plates unless otherwise indicated. 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 10 lb uplift at joint 4,86 lb uplift at joint 2 and 1 lb uplift at joint 3. rigA WARNING-!Wily design paranwren and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A11-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mileklf connectors.lhls design Is based only upon parameters shown,and Is for m Indlvkiuxal holding component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate this design into the()MOH briding 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 guiddtnce regarding the Pae East Blvd.rm fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSt/lPt I Quality Criteria,DSB-89 and SCSI Building Component 690469 P.Parke 33610 Safety Infootlon avdlrile from Truss Plate institute.218 N.Lee Sheet,Suite 312 Alexandra,VA 22314. • • Job Truss Truss Type Qty Ply ! T10183749 J160677 J29 !Corner Jack 4 1 I 'Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:42 2017 Page 1 ID:GVbh9owXRJQr7OAGTe8GZSy6NWD-1 D6gEARv6w3EgiVulAQe4Pj2ZwrAB4zYnMz5Oyzx6op — — 5-0-0 5-0-0 Scale=1:23.0 2 5.00 12 �' i)1 6 1.5x4 II 5 r o 1 r 6 I 4i miiiiiiimilimi 4 3 5x5 II 5-0-0 5-0-0 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.04 3-4 >999 240 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.36 Vert(TL) -0.07 3-4 >815 180 BCLL 0.0 * III Rep Stress Incr YES WB 0.00 Horz(TL) -0.09 2 n/a rVa BCDL 10.0 I Code FBC2014ITPI2007 Matrix-MR Weight:18 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 4=177/0-3-8,2=122/Mechanical,3=56/Mechanical Max Horz 4=92(LC 12) Max Uplift 2=-65(LC 12),3=-5(LC 12) Max Gray 4=177(LC 1),2=122(LC 1),3=91(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 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.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 65 lb uplift at joint 2 and 5 lb uplift at Joint 3. a WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MtI-7473 rw.10423/2016 BEFORE USE Design valid for use only with Mliek�:connectors.This design k based only upon parameters shown,and Is for anki Yndivud Lxllding component,not 0- a truss system.Before use,the bulking designer must verity the applicability of design parameters and properly incorporate this design into the overall bulking design. Bracing Indicated is to prevent buckling of Individual truss web a d/rx chord members only. Additional temporary and permanent bracing Milek- Is always required for slabltty and to prevent collapse with possible personal injury and property damage. for general guidance regarding the labricaflon,storage,delNery,erection and bracing of trusses and Inns systems.seeANSI/lPt f Quality Criteria,DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaltabte from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply 110183750 J160677 J30 Corner Jack 4 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:42 2017 Page 1 ID:GVbh9owXRJOr70AGTe8GZSy6NWD-1 D6gEARv6w3EgiVulAOe4Pj4FwthB4zYnMz5Oyzx6op 3-0-0 3-0.0 Scale=1:18.0 5.00 12 p 2x4 I, 1 co n n N 3 4 3x4 I' I -- 3-0-0— 3-0.0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 2 n/a r/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=103/0-3-8,2=72/Mechanical,3=32/Mechanical Max Horz 4=68(LC 12) Max Uplift 2=-45(LC 12),3=-9(LC 12) Max Gray 4=103(LC 1),2=72(LC 1),3=53(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45tt;L=24th eave=oft;Cat. II;Exp B;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 45 lb uplift at joint 2 and 9 lb uplift at joint 3. WARNING-Verily design perimeters end READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE MII.7473 rev.1GN3/2015 BEFORE USE Design valid for use only with MIIektS connectors.this design Is based only upon paameters shown,and Is for an indMdual budding component,not a truss system.Before use,the building designer must verify the applicability of design pm-meters and property incorporate this design Into the overall building design. Bracing indicated is to prevent budding 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 properly damage. for general guidance regarding IIw fabrication.storage,delivery,erection and bracing of tresses and teas systems,seeANSI/1Pl t Qudiy Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bird. Safety Information available from Truss Plate hstltute,218 N.Lee Street Suite 312,AlexaWkr,VA 22314. Tampa,FL 33610 Job I Truss Truss Type Oty Ply T10183751 J160677 J31 Corner Jack 4 1 _ Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:43 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6N W D-VPgCSW SXtE B5Ss44buxtcdGHkKFawXDi00jewPzx600 1-0-0 I 1.5x4 1-0-0 51'..00 12 2 001 Scale=1:13.9 1 1 1 co N W v,()(� V1 4 1.5x4 II 3 1-0-0 1 1-0-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:5 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=31/0-3-8,2=22/Mechanical,3=9/Mechanical Max Horz 4=44(LC 12) Max Uplift 4=-20(LC 10),2=30(LC 12),3=-26(LC 12) Max Gray 4=45(LC 12),2=30(LC 17),3=31(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0ps1;h=25ft;B=45fh L=24ft eave=4ft Cat. II;Exp B;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 psi 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 tit 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 20 lb uplift at joint 4,30 lb uplift at joint 2 and 26 lb uplift at joint 3. t. 1 0 WARNING-witty design parameters and READ NOTES ON THIS AND INCLUDED M/TEX REFERANCE PAGE ARI-7473 rev.10/03/2015 BEFORE USE. mil• Design valid for use only with Milekt connectors.Ihls design Is based only upon parameters shown.and is for an Individual buNding component,not a truss system.Before use.the/eking 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 indMdud truss web and/or chord members only.Addtknal lemporcay and permanent tracing MiTek' Is always required for stability and to prevent collapse w tlh possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and MISS systems,seeANSI/lPt t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Insltule,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply 710183752' J160677 J32 Jack-Partial Girder 2 1 Job Reference(gptionalL Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries.Inc. Mon Jan 09 10:24:44 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6N W D-zbEafsTAeYJy40fG9bT69goN5kVnfxnrEgSCSrzx6on 4-9-8 9-7-1 4-9-8 4-9-8 3 Scale=1:27.1 3.54 Fri NAILED 10 3x4 I - NAILED 2 9 NAILED 3x4% 8 r r 1LJ1�_ I I 11 126 13 5 7 NAILED 3x4- NAILED 4 1.5x4 II NAILED 3x4 0-2-6 4-9-8 9-7-1 0-0-6 4-9-2 4-9-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.08 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:49 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=369/0-4-3,3=117/Mechanical,4=285/Mechanical Max Horz 7=114(LC 8) Max Uplift 7=-100(LC 4),3=-56(LC 8),4=-94(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-334/90,1-2=-441/116 BOT CHORD 5-6=-171/396 WEBS 1-6=-86/383,2-5=-469/202 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=4511;L=24ff eave=4ft;Cat. II;Exp B;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 lit 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 7,56 lb uplift at joint 3 and 94 lb uplift at joint 4. 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:1-3=-54,4-7=-20 Concentrated Loads(Ib) Vert:9=-0(F)10=-45(F)11=-0(F)12=-4(F)13=-27(F) Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED Mfl EK REFERANCE PAGE MI1.7473 rev.10/032016 BEFORE USE Design valid for use only with Mttekti,connectors.this design is based only upon rxxaneters shown,and Is for cn IndMdual bulking 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 lolly and properly damage. for general gukWice regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.SeeANSI/IPI l Quality Criteria,055-89 and BCSI Building Component6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Sheet,Suite 312,Plexancklo,VA 22314. J Tampa,FL 33610 • Job Truss I Truss Type Qty Ply T10183753 J160677 J33 Jack-Partial Girder 2 1 Job Reference(optionalL_ Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:45 2017 Page 1 ID:GVbh9owXRJQr7OAGTeBGZSy6NWD-SooysBUoPrRphAETji_Li2LXT8rhONh?TKCI?Hzx6om 4.11.0 9-10-1 4-11-0 + 4-11-0 I 3 Scale=1:27.5 i- 3.54,12 id NAILED 10 3x4 1 I NAILED 2 9 d I �► .7NAILED m 3x4 8 c r o 1 I •b v I d I le it I N 11 .. .r, ►M' 11 126 13 5 C.7 NAILED 3x4_ NAILED 4 1.5x4 I I NAILED 3x4 0-I}6 4-11-0 9-10-1 0-0-6 4-10-10 f 4-11-0 I — � I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.03 5-6 >999 240 • MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.08 5-6 >999 180 BCLL 0.0 " Rep Stress Ina NO WB 0.26 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:50 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide_ J REACTIONS. (lb/size) 7=380/0-4-3,3=118/Mechanical,4=292/Mechanical Max Horz 7=116(LC 8) Max Uplift 7=-103(LC 4),3=-55(LC 8),4=-96(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-343/93,1-2=-460/120 BOT CHORD 5-6=-176/413 WEBS 1-6=-89/398,2-5=-488/208 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.Opsf;h=25it;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;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 103 lb uplift at joint 7,55 lb uplift at joint 3 and 96 lb uplift at joint 4. 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:1-3=-54,4-7=-20 Concentrated Loads(Ib) Vert:9=-0(F)10=-45(F)11=-0(F)12=-4(F)13=-27(F) 1 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.I0/03201S BEFORE USE. mg Design valid for use only with Mlekto connectors.this design Is based only upon parameters shown.and is tot an individual building component.not a teas system.Before use,the bulling designer must verify the applicability of design parameters and properly kncaxpaxate 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!ritzy and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI I Quality Criteria,DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Skeet.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 110183754 J160677 IJ34 Jack-Open 6 1 Job Reference(optional)____ Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:45 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-SooysBUoPrRphAETj I_Li2LZU8tNORi?TKCI?Hzx6om I — 5-0-0 1 5-0-0 Scale=1:16.9 2 6.0002 ',r 6 3x8 11 5 tv IP '/ 3 4 —-------- —--- 5.0.0 50-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 3-4 >842 180 BCLL 0.0 ' Rep Stress Inch YES WB 0.00 Horz(TL) 0.03 2 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (1b/sIze) 4=177/0-3-8,2=120/Mechanical,3=58/Mechanical Max Horz 4=69(LC 12) Max Uplift 4.16(LC 12),2=-56(LC 12) Max Gray 4=177(LC 1),2=120(LC 1),3=90(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2ps1;BCOL=3.Opsl;h=25ft;6=4511;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1.12 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 16 lb uplift at joint 4 and 56 lb uplift at joint 2. � I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03/1016 BEFORE USE Design valid for use only with Mllek®connectors.lnls design Is based only upon parameters shown,and is for on Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall bulking design.a red for stability g indicated Is prevent prevent i kling of individual truss web and/or chord members only.Additional temporary and permanent tracing M l lek• Is apse with possible personal Injury and properly damage. for general grtadax;e regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria.058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 y Job Truss Truss Type Qty Ply T10183755 J160677 J35 Corner Jack 10 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:46 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6N W D-w_MK4XVQA9ZgJJpfGOVaE FtncYGC7uy8i_xlXkzx6ol 3.0.0 3-0-0 Scale=1:12.9 2 5.00 12 OTA 3x8 I I 'n n I/ 3 4 3-0-0 3-0-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 4=103/0-3-8,2=70/Mechanical,3=33./Mechanical Max Horz 4=45(LC 12) Max Uplift 4=-6(LC 12),2=-34(LC 12) Max Gray 4=103(LC 1),2=70(LC 1),3=53(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft;L=24ft eave=4ft;Cat. II;Exp B;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 psi 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 6 lb uplift at joint 4 and 34 lb uplift at joint 2. / l A WARNMNG-Welly design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE Ms7473 rev.1093/2015 BEFORE USE Design valid for use only with MITekS connectors.TNs design is based only upon parameters shown,and Is for an IndhMdud building component.riot a truss system.Before use,Iti2 building designer must verify the applicability of design parameters and property Incorporate this design Into the overall briding design. Bracing Indicated Is to prevent buckling of Individual ivkNld puss web and/or chord members only.Adtlflonal temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possble personal Inhry and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSt/TPI I Quality Criteria.05849 and SCSI Building Component 6004 Parke East Bird. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Sate 312.Alexandria.VA 22314. Tampa,FL 33610 s It Job Truss Truss Type I Qty Ply I T10183756 J160677 J36 Corner Jack X10 1 I Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:46 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6N W D-w_MK4XVQA9ZgJJpIGOVaEFto2YHN7uy8i_xIXkzx6ol I 1-0-0 1 0.0 ...al 5.00 12 i Scale=1:8.7 23x8 II 1 N N dl 11 d i JI=FA Altr, 3 rA. 4 1-0.0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 • BC 0.02 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MR I Weight:4 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 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=31/0-3-8,2=22/Mechanical,3=9/Mechanical Max Horz 4=22(LC 12) Max Uplift 2=-14(LC 12),3=-3(LC 12) Max Gray 4=31(LC 1),2=22(LC 1),3=16(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45tt;L=24ft eave=4tt Cat. II;Exp B;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 14 lb uplift at joint 2 and 3 lb uplift at joint 3. 0 WARNAVG-Verily design param.fas and READ NOTES ON TAMS AND INCLUDED MIWEK REFERANCE PAGE M6.7473 rev.10.032015 BEFORE USE. MI Design valid for use only with MI1ek®connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the bulking designer must verify the applicability of design parameters and properly incorporate this design into the overall briding 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 stabltly 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 Buss systems,seeANSI/IP11 Guilty Criteria,0S11-69 and SCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 k Job Truss Truss Type Qty Ply T10183757 J160677 J37 Jack-Partial Girder 13 1 Job Referencej9ptional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:47 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6N W D-OAwj HtV2xThXxTNrgjOpnTQrmxThsL1 Ixehs3Azx6ok 3-49—— 6-9-2 3-4-9 1 - 3-4.9 Scale=1:16.3 3 3.54,12 NAILED 3x4 9 2 0110 NAILED 8 3x811 X 1 i ' ► Job Truss Truss Type Qty i Ply 110183758 J160677 J38 Jack-Partial Girder 3 1 1Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:48 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-sNUSVDWghmpOZdy1 ORX2Jgz?sLo6boGR9lQPbczx6oj 3-6-1 7-0-2 3-6-1 , 3-6-1 Scale=1:17.1 3 3.54 12 NAILED 3x4 9 2 ItoNAILED • 8 3x8 II — , l (l !1 - ll 11 ' I yX A 6 s a 10 NAILED 1.5x4 II NAILED3x4= 7 0-Q-6 3-6-1 1 - 7-0-2 0-d-6 3-5-11 3-6-1 f LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.14 6 >602 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.30 6 >269 180 BCLL 0.0 ' i Rep Stress Incr NO WB 0.01 Horz(TL) -0.21 3 n/a n/a BCDL 10.0 i Code FBC2014/TP12007 Matrix-MP Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide._--_--- ------_---_-- —__-- REACTIONS. (lb/size) 7=255/0-4-3,3=148/Mechanical,4=108/Mechanical Max Horz 7=69(LC 8) Max Uplift 7=-43(LC 8),3=-39(LC 4),4=-27(LC 8) Max Gray 7=255(LC 1),3=148(LC 1),4=111(LC 3) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;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.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 43 lb uplift at Joint 7,39 lb uplift at Joint 3 and 27 lb uplift at joint 4. 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(pit) Vert:1-3=-54,4-7=-20 Concentrated Loads(Ib) Vert:9=-0(F)10=-1(F)11=-6(F) Q WARNING•Vivify dadpn promoters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.70/03/2016 BEFORE USE. Mt Design valid for use only with Mllelu®connectors.Mks design Is based oily upon parameters shown,and Is for an Indivkkxtl building component,not a truss system.Before use,the building designer must verify the applicrtIity of design parameters and properly incorporate this design Into the overall building design.Racing Indicated Is to prevent buckling of fndlvktual truss web and/or chord members only.Additional temporary and permanent txacing MiTek' Is always requked for stability and to prevent collapse with possible.personal inlay and property damage. lar general guidance regarding the ktxicatlon,storage.delivery,erecion and bracing of trusses and truss systems.seeANS1/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely IMormatton available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 1. Job Truss Truss Type Qty Ply T10183759 J160677 J39 Jack-Partial Girder 11 1 _ Job Reference(optional) _- Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:49 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6N W D-KZ 1 TiZXIS4xFAnXEy82HsuV BGI98KFXaOyAz83zx6oi 3-4-9 6-9-2 3-4-9 — ♦ — 3-4-9 Scale=1:16.3 3 , 3.54-12 NAILED 3x4 9 2 NAILED 8 3x8 II " r 11 111 ><] 10 6 115 4 NAILED 1.5x4 NAILED 3x4= 7 3-4.9 I 6-9-2 — 1 3-49 3-4-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.12 6 >674 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.26 6 >301 180 BCLL 0.0 " Rep Stress Incr NO WB 0.01 Horz(TL) -0.19 3 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:27 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=246/0-4-3,3=143/Mechanical,4=104/Mechanical Max Horz 7=67(LC 8) Max Uplift 7=-41(LC B),3=-38(LC 4),4=-26(LC 8) Max Gray 7=246(LC 1),3=143(LC 1),4=107(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(directional);cantilever lett 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 41 lb uplift at joint 7,38 lb uplift at joint 3 and 26 lb uplift at joint 4. 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 Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,4-7=-20 Concentrated Loads(Ib) Vert:9=-0(B)10=-1(B)11=-6(B) A WARNING•Verify design paramsers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mfr-7473 ray.10/03/2015 BEFORE USE. 111111 Design valid for use only with MITek:9 connectors.this design Is based only upon paaneters shown.and Is for an hdlNckral building component.not a huss system.Before use,the bulking designer must vetIly the applicability of design rxaometers and properly Incorporate Ibis design into the overall building design. Bracing Indicated Is to prevent txxcklIn g of kxAv,dual puss web and/or chord members only.Additional temporary and permanent tracing MiTek* Is always required for stability and to prevent collapse with possible personal inlay and properly damage. For general gukknce regarding the fabrication.storage.delivery,erection and bracing of trusses and Inns systems.seeANSl/IPI I Quilty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely information available from truss Plate Institute,218 N.lee Sheet.Suite 312 Alexandria.VA 22314. Tampa.FL 33610 J Job Truss Truss Type Qty Ply 110183760 J160677 J40 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:50 2017 Page 1 I D:GVbh9owXRJOr7OAGTe8GZSy6N W D-olbrwvYwDO36ox60VsZ W P52Jv9cO3igkdcvW gVzx6oh 1.9.4 2-9-4 7-0-2 1-9-4 1 0.0 4-2-14 3x4 i', Scale=1:17.6 11 3.54 12 A NAILED 13 3x4 3 5x5 N 2 00I. rIcv 1 N hill 11 • _ 7 4'I 14 1.5x4 I 1.5x4 II NAILED 3x5= 3x6 I NAILED 5 1-9-4 2-9-4 7-0-2 _ I ~- 1-9-4_ I 1-0-0 4-2-14 Plate Offsets(X,Y)-- (1:0-2-4.0-1-3),(4:0-3-0,0.0-1__ i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.19 7 >422 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.37 7 >218 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.01 Horz(TL) 0.30 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1D 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, Except: SLIDER Left 2x4 SP No.2 1-7-0 6-0-0 oc bracing:1-8. MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=235/0-4-3,4=204/Mechanical,6=46/Mechanical • Max Horz 1=81(LC 7) Max Uplift 1=-58(LC 8),4=-67(LC 5) Max Gray 1=235(LC 1),4=204(LC 1),6=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=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;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 tit 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 58 lb uplift at joint 1 and 67 lb uplift at joint 4. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 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(pit) Vert:1-4=-54,8-9=-20,5-7=-20 Concentrated Loads(Ib) Vert:8=-1(B)13=-0(8)14=-6(B) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Md-7473 rev.10'03/2e1b BEFORE USE + Design valid for use only with MlTek®u connectors.This design Is based only upon parameters shown,and Is for an InalvkAlal building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and Ixoperty incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent tackling of individual truss web and/or chord members only.Additional temporary and permanent tracing MITe k" Is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication,storage.delNery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria,059.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable from buss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tarpa.FL 33610 Job Truss Truss Type Oty Ply T10183761 J160677 J41 Jack-Open 12 - 1 Job Reference(optional) Manning Building Supplies.Jaksonville.FL Run:8.010 s May 28 2016 Priv:8.030 s Sep 29 2016 biTek Industries.Inc. Mon Jan 09 11:44:32 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NWD-Dx2tS4pXu8oyKEgD1 K03F6?KgdxlOHZjQVE39_zx6WD I 7-0-0 7-0-0 Scale=1:20.8 2 5.00 12 6 5 N h p n 3x8 I 4 3 7.0.0 700 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip IDOL 1.25 TC 0.66 Vert(LL) -0.09 3-4 >861 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.27 3-4 >298 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(TL) 0.07 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:22 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide_ REACTIONS. (lb/size) 4=251/0-3-8,2=169/Mechanical,3=82/Mechanical Max Horz 4=93(LC 12) Max Uplift 4.26(LC 12),2=-77(LC 12) Max Gray 4=251(LC 1),2=169(LC 1),3=127(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst BCDL=3.0psf;h=25ft;B=451t;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1.12 to 3-1-12,Interior(1)3-1.12 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 26 lb uplift at joint 4 and 77 lb uplift at joint 2. LOAD CASE(S) Standard 11 0 WARNING-Verify design pm-motors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A11-7473 rev.10732015 BEFORE USE Design valid for use only with MllekIS connectors.Itis design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the bulking 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 Mire** rek• is always requIed for stability and to prevent collapse with possible personal k9ury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from bras Plate Institute,218 N.Lee Street,Suite 312,Nexandrla,VA 22314. Tanga,FL 33610 Job Truss Truss Type Qty Ply T10183762 J160677 J42 Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:51 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NW D-Gy9D7FYZ_hBzQ5hc3Z51xJbazZwmo9CtrGf3Cxzx6og 5-0-0 5-0-0 Scale=1:16.9 2 5.00 1-2 6 3X8 II 5 N 1 ■I 1� ■ �" 3 4 5-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 3-4 >842 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.03 2 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:161b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SF'No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=177/0-3-8,2=120/Mechanical,3=58/Mechanical Max Horz 4=69(LC 12) Max Uplift 4=-16(LC 12),2=-56(LC 12) Max Gray 4=177(LC 1),2=120(LC 1),3=90(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25th B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterlor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 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.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 4 and 56 lb uplift at joint 2. 1 � 0 WARNING-Verity dosfgn parameters end READ NOTES ON TNfS AND INCLUDED MAEK REFERANCE PAOE MI-7473 rev-101732015 BEFORE USE 11 Design valid for use only with Mllek'connectors.this design Is based only upon parameters shown,and Is for an individual turidng component.not a truss system.Before use,the lrilding designer must verify the applicability of design parameters and properly Incorporate this design into the overall buldtng design. wooing 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,9.,y and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sdety Information makable from Truss Plate Institute.218 N.lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss TTruss Type Qty Ply 710183763 J160677 J43 1.Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies,JaksonvWa.FL Run:8.010 s May 28 2016 Print:8.030 s Sep 29 2016 MiTek Industries.Inc. Mon Jan 09 11:43:57 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6NW D-ICRe66Oa800wesf UUUFrKj2P2W OTJPyZNYFjQWzx6W m 4-9-8 9-7-1 4-9-8 4-9-8 3 _ Scale=1:21.1 3.54 12 NAILED 10 3x4 ' NAILEO 2 9 NAILED 6 axe Ilis nn nn = nn J 4 11 12 6 13 5 7 NAILED NAILED 1,5x4 II NAILED 4 3x4= 0-Q-6 4-9-8 9-7-1 1 0-0-6 4-9-2 4-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.12 5-6 >929 180 BCLL 0.0 * Rep Stress Ina NO WB 0.25 Horz(TL) -0.04 3 n/a ri/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH I 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, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ( MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=370/0-4-3,3=129/Mechanical,4=275/Mechanical Max Horz 7=91(LC 8) Max Uplift 7=-65(LC 8),3=-54(LC 8),4=-48(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-298/67,1-8=-611/94,8-9=-548/101,2-9=-547/101 BOT CHORD 7-11=-155/549,11-12=-155/549,6-12=-155/549,6-13=-155/549,5-13=-155/549 WEBS 2-5=-594/168 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;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.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 65 lb uplift at joint 7,54 lb uplift at joint 3 and 48 lb uplift at joint 4. 6)"NAILED"indicates 3-l0d(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:1-3=-54,4-7=-20 Concentrated Loads(Ib) Vert:9=-0(B)10=-43(B)11=-1(B)12=-6(B)13=-29(B) � r 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MM-7473 rev.10/032015 BEFORE USE. Mit Design valid for use only with MlleIca connectors.this design Is based only upon parameters shown,and Is for an kxdivkdual holding component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate ihts design lido the overall baking design. Bracing indicated is to prevent bidding 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 6904 Parke East Blvd.fabricatbn.storage,delivery,erector and bracing of trusses arnd truss systems,seeANSI/IPI i Quality Criteria,DSB•89 and BCSI Bolding Component Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa.FL 33610 r Job truss l russ I ype qty Ply 710183764 J160677 J44 Jack-PanialGirder 1 1 Job Reference(optional) Manning Building Supplies,Jaksonvllle,FL Run:8.010 s May 28 2016 Print:8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 11:44:07 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6NW D-S72QDW W rnTeVgOQP3aRBkgT6QYPAfw_1 g6gFnxzx6W c 4-11-0 9-10-1 4-11-0 4-11-0 NAILED Scale=1:23.5 3 3-54 12 NAILED 10 3x4 I 1. NAILED 2 9 r M NAILED ' :O 8 3x8 I 1 � a "_j 1 fl fl - fl 11 fl 11 12 6 13 5 NAILED NAILED 1.5x4 NAILED 4 3x4= NAILED 0-0-6 4-11-0 I 9-10-1 I 0-0-6 4-10-10 4-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0A5 Vert(LL) -0.05 5-6 >999 240 MT20 244/190 • TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.14 5-6 >816 180 BCLL 0.0 * Rep Stress Incr NO WB 0.28 Horz(TL) -0.04 3 n/a n/a BCDL 10.0 ) Code FBC2014/TPI2007 Matrix-MSH Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=384/0-4-3,3=265/Mechanical,4=396/Mechanical Max Horz 7=93(LC 8) Max Uplift 7=-67(LC 8),3=-117(LC 8),4=-65(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-311/70,1-8=-644/99,8-9=-582/106,2-9=-578/106 BOT CHORD 7-11=-161/580,11.12=-161/580,6.12=-161/580,6-13=-161/580,5-13=-161/580 WEBS 2-5=-627/174 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsh h=251t;6=45ft;L=24ft;eave=4ft;Cat. II;Exp B;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)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 67 lb uplift at joint 7,117 lb uplift at joint 3 and 65 lb uplift at joint 4. 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:1-3=-54,4-7=-20 Concentrated Loads(lb) Vert:3=-135(F)5=-117(F)9=-0(F)10=-43(F)11=-1(F)12=-6(F)13=-29(F) A WARNING-Verily das/gn pare:mare and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MH-7473 rev.10403/2016 BEFORE USE Design valid for use only with MITeke connectors.INs design Is based only upon parameters shown.and Is for an Indiddual building component.not a truss system.Before use,the twitting 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 kncL idual 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 tidy arid property damage. For general guidance madding the kixbatkn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Cdtana,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information avdkbte from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tarrpa.FL 33610 • Job Truss Truss Type Ory Ply 110183765 J160677 J45 Jack-Closed 19 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:53 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6N W D-DKH_YxapW I Rgf ORB_7D0kgx1 McAG 1 yAJa8AHgzx6oe 4-9-0 9-6-0 4-9-0 4-9-0 1.5x4 II Scale=1:33.6 3 4 5.00112 i 3x4 10 2 ito3x4 • jeI Y Y II ►4 7 6 8 1.5x4 I 3x4 3x5=5 4-9-0 9-6-0 4-9-0 4-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid I 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 0.26 Vert(TL) -0.03 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSH f Weight:58 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=336/0-3-8,6=345/Mechanical Max Hort 8=180(LC 11) Max Uplift 8=-56(LC 12),6=-80(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-294/148,1-2=-338/124 BOT CHORD 7-8=-307/256,6-7=-229/306 WEBS 2-6=-331/204 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45th L=24ft;eave=41t;Cat. II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-6-0 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 56 lb uplift at joint 8 and 80 lb uplift at joint 6. A WARNING-V.N1y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 nv.10032015 BEFORE USE. Design valid kr use only with Ml1ekb connectors.This design Is based only upon parameters shown,and Is for an individual bolding component,not111111. a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate tills design into the overall building design. Bracing indicated is to prevent budding 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 ro ding the fabrication storage.delivery,erection and bracing of busses and truss systems-seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plate Institute,218 N.lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T10183766 J160677 KO1 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:54 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6NWD-hWrMIGbRHcZXHYOBkheSZxD1 img5?VwKYDtkpGzx6od 5-0-0 7-11-8 12.11.8 5-0-0 2-11-8 5-0-0 Scale=1:22.7 4x7= Special Special NAILED 4x4= 3 17 4 5.00 V .-qfl n 3x4 4 2 53x rn pip 6 rir 1 1< 18 819 7 20 3x8 I I 1.5x4 II NAILED 3x4= NAILED Special 3x8 II Special NAILED I 5-0-0 { - 7-11-8 12-11-8 5-0-0 2-11-8 5-0-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge],13:0-5-4,0-2-0],16.0-5-2,Edgej_ LOADING (psf) 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 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.13 7-8 >999 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(TL) 0.05 6 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:58 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=927/0-3-8,6=927/0-3-8 Max Horz 1=27(LC 24) Max Uplift 1=-223(LC 8),6=-223(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1618/418,3-4=-1459/401,4-6=-1619/418 BOT CHORD 1-8=-357/1444,7-8=-358/1458,6-7=-347/1445 WEBS 3-8=-27/289,4-7=-27/290 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=241t;eave=4lt;Cat. II;Exp 8;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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 223 lb uplift at joint 1 and 223 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)275 lb down and 194 lb up at 5-0-0,and 275 lb down and 194 lb up at 7-11-8 on top chord,and 117 lb down and 51 lb up at 5-2-2,and 117 lb down and 51 lb up at 7-8-10 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=-54,9-13=-20 Concentrated Loads(lb) Vert:3=-203(B)4=-203(B)8=-117(B)7=-117(B)17=-66(B)18=-76(B)19=-38(B)20=-76(B) A WARNING-Verify design parameters end READ NOTES ON MX AND INCLUDED MITEK REFERANCE PAGE ANI-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mleku9 connectors.chis design Is based only upon fxxdmeters shown,and is for an Indivkiral bolding component,not a truss system.Before use,the building designer must verify the ap lIcablIty of design parameters and properly Wscalxxate Ihis design Into the overall taking design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent dacing MITE*" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regadng the fabrication,storage,delivery-erection and bracing of trusses and truss systems-seeANSI/TPI t Qually Criteria.DSB-89 and SCSI BuNdng Component 6904 Parke East Blvd. Safely Information avciable from Truss Plate institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 f Job Truss Truss Type Qty Ply T10183767 J160677 K02 Common 1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:55 2017 Page 1 I D:GVbh9owXRJQr7QAGTe8GZSy6NW D-9jPkzcc32whOui?OI P9h691F 1 AFekzGTmtdHLizx6oc 6-5-12 12-11-8 �— — — 6-5-12 6-5-12 4x4= Scale=1:22.5 3 5.00 12 17 16 18 15 fi 3x4 4 3x4 2 101.26, 5 1 GN . 1 — –I [ --a 6 1.5x4 II 3x5 I I 3x5 I 6-5-12 12-11-8 6-5-12 6-5-12 Plate Offsets(X,Y)-- 11:0-1-8,0-0-5k[5:0-3-2,0-0-5) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.05 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.09 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 I Horz(TL) 0.02 1 rla rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH 1 i Weight:51 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 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=479/0-3-8,5=479/0-3-8 Max Horz 1=-35(LC 10) Max Uplift 1=-94(LC 12),5=-94(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-621/232,3-5=-621/232 BOT CHORD 1-6=-143/560,5-6=-143/560 WEBS 3-6=0/263 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-5-12,Exterior(2)6-5-12 to 9-5-12 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 lb uplift at joint 1 and 94 lb uplift at joint 5. A WARNING-Verliy design pa amours and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.10/0312015 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 opplkdillty 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 sl bitty and to prevent collapse with possible personal blur/and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeAN51/IPI1 Qually Ci lerla,DSB-89 and SCSI Building Component Safely Information avoltabie from Truss Plate institute.218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 • • Job Truss Truss Type !Oty Ply T10183768 J160677 K03 Hip Girder !1 1 Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:56 2017 Page 1 ID:GVbh9owXRJOr70AGTe8GZSy6N W D-dvy6AychpDpFW sZasegweMl NCaW ZTPOc?XMgt9zx6ob 5.0.0 7-11-8 12.11.8 5.0.0 2-11-8 5-0-0 special Scale=1:22.7 4x7= Special NAILED 4x4= 3 17 4 5.00 7 r --o fl fl 3x4 2 5 3x4 6 cv �_ralrip 1n 1 fl fl fl 188 19 7 20 3x8 II 1.5x4 II NAILED 3x4= NAILED Special 3x8 II Special NAILED 5-0-0 7-11-8 12-11-8 5-0-0 2-11-8 f -- -- 5-0-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[3:0-5-4,0-2-0],[6:0-5-2,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.13 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(TL) 0.05 6 n/a rVa BCDL 10.0 Code FBC2014JTPI2007 Matrix-MSH Weight:58 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2.0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=927/0-3-8,6=927/0-3.8 Max Horz 1=27(LC 7) Max Uplift 1=-223(LC 8),6=-223(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1618/418,3-4=-1459/401,4-6=-1619/418 BOT CHORD 1-8=-357/1444,7-8=-358/1458,6-7=-347/1445 WEBS 3-8=-27/289,4-7=-27/290 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psh h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;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 223 lb uplift at joint 1 and 223 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)275 lb down and 194 lb up at 5-0-0,and 275 lb down and 194 lb up at 7-11-8 on top chord,and 117 lb down and 51 lb up at 5-2-2,and 117 lb down and 51 lb up at 7-8-10 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=-54,9-13=-20 Concentrated Loads(lb) Vert:3=-203(F)4=-203(F)8=-117(F)7=-117(F)17=-66(F)18=-76(F)19=-38(F)20=-76(F) � I i0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTV(REFERANCE PAGE MB-7473 rev,10/03/2015 BEFORE USE. mit Design valid for use only with MIIekF;connectors.This design is based only upon parameters shown,and Is for an hdivkival buiding component.not a truss system.Before use.the bulking designer must verify the applIcabllfy of design parameters and properly hcorporafe this design Into the overall txlding design. Bracing indicated is to prevent bucking of Irxilvidual truss web and/or chord members only.Additional temporary and permanent tracing MiTek" Is always required fa stability and to prevent coil pse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and hiss systems,see.ANSI/TPI I Qualify Cdterfa,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 4 Job Truss Truss Type Qty Ply T101837691 J160677 LO1 Hip Girder 1 1 1 L_— Job Reference(optional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:57 2017 Page 1 ID:GVbh9owXRJOr7QAGTe8GZSy6N W D-55W VOIdJaXx6808mQgB9BarVvzoxCiEmEB60Qbzx6oa 7-0-0 10.9.0 14-6-0 21-6-0 I 7-0-0 I 3-9-0 f 3-9-0 — -I — 7-0-0 I Scale=1:38.6 Special NAILED 5x5= Special NAILED 3x4= NAILED 5x5= 5.00 51 2 10 11 3 12 13 4 --ilWart II 111 5x5 i 5` '" 1 5 a P11mini w ; 11 8 14 15 16 17 7 18 ►i 3x6 II 5x12= NAILED NAILED NAILED 6x10= 3x6 II Special Special Special Special 7-0-0 14-6-0 21-6-0 I7-0.0 i 7-6 o I 7-0-0 -- I Plate Offsets(X,Y)-- [8:0-4-12,0-3-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.17 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.48 7-8 >528 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D'Except' TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, 2-4:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1 D'Except' BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. 8-9:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1831/0-3-8,6=1832/0-3-8 Max Horz 9=-85(LC 6) Max Uplift 9=-596(LC 8),6=-597(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2811/964,2-3=-2507/916,3-4=-2565/932,4-5=-2835/974,1-9=-1788/615, 5-6=-1776/612 BOT CHORD 7-8=-956/2737 WEBS 2-8=-130/631,3-8=-403/181,3-7=-326/162,4-7=-133/637,1-8=-827/2472, 5-7=-829/2473 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Ops1;h=25ft;B=45it;L=24ft;eave=4f1;Cat. II;Exp B;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 596 lb uplift at joint 9 and 597 lb uplift at joint 6. • • 7)'NAILED"Indicates 3-10d(0.148"x3")or 3-12d(0.1485(3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)272 lb down and 256 lb up at 7-0-0,and 272 lb down and 256 lb up at 14-6-0 on top chord,and 257 lb down and 123 lb up at 6-9-14,324 lb down and 145 lb up at 7-2-2,and 324 lb down and 145 lb up at 14-3-2,and 257 lb down and 123 lb up at 14-8-2 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 V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1167473 rev.1003/2015 BEFORE USE. Design valid for use only with MnekIc connectors.this design Is txrsed only upon parameters shown.and Is for cn individual bolding component,not a truss system.Before use.the twitting designer must verify the ripplicabllty of design parameters and properly ncopxrate this design Into the overall bulding design. Bracing Indicated Is to prevent trickling of Individual truss web and/or chard members only. Additional ternporay and permanent tracing MiTek' Is always required to stability and to prevent collapse with p ossble personal h Il+Y and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of inoses and truss systems-seeANSI/TPI I Qualify CAterla,DSB-89 and SCSI Bolding Component 1 6904 Parke East Blvd. Safety Information avdlabte from truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. ---_-- Tampa,FL 33610 4 Job Truss Truss Type Oly Ply T10183769 J160677 L01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jaksorwille,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:57 2017 Page 2 I D:GVbh9owXRJQr7QAGTe8GZSy6N W D-55W VOIdJaXx6808mQgB9BarVvzoxCiEmEB600bzx6oa LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-54,2-4=-54,4-5=-54,6-9=-20 Concentrated Loads(Ib) Veil:2=-200(F)4=-200(F)8=-257(F)3=-117(F)7=-324(F)11=-117(F)12=-117(F)14=-324(F)15=-60(F)16=-60(F)17=-60(F)18=-257(F) • • • r, d a WARNING-Verify dealgn pararrr.r ro and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M1-7473 row.10612015 BEFORE USE 111• Design valid for use only with Mllek®connectors.this design is based only upon parameters shown,and Is for an in lvkArd 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 Lucklirg of individual truss web and/or chord members only.Additional temporary end permanent bracing MiTek* Is always requked for stability and to prevent cotIpso with possbie personal Inlury and property damage. for general fguldvice re{gadi g the fabrication.storage.delivery,erection and bracing of trusses and truss systems,s eANSI/IP!l Quality Cdtarla,058-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information a vdlcble Born Truss Plate Institute.218 N.Lee Street Suite 312,Alexarxifla,VA 22314. Tampa.FL 33610 1 'I- Job Job ;Truss Truss Type Qty I Ply I T10183770 J160677 FL02 Hip 1 i 1 _ Job Reference{gptional) Manning Building Supplies, Jaksonville,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Mon Jan 09 10:24:58 2017 Page 1 ID:GVbh9owXRJQr7QAGTe8GZSy6N W D-Zl4tbeeyLr4z19jyzXjOjnNnRNCRxDQvSrrxy 1 zx6oZ 4-7-12_ ---9-0-0---_--- 12-6-0-__-- 16-10-4— --- 21-6-0 F— i- 4-7-12 4-4-4 3-6-0 4-4-4 4-7-12 Scale=1:37.2 4x4= 4x7= 3 4 5.00 12 9 3x5 i 3x5 2 5 11 i 044 12 Y N :i, 2x4 I � J: 2x4 1: 'b 6 r 1.2 10 l0 = 9 B 7 5x8= 3x4= 3x5= 9-0-0 12-6-0 21-6-0 9-0-0 { 3-6-0 I 9-0-0 Plate Offsets(X,Y)-- 14:0-5-4,0-2-W9:0-4-A0-3-0j LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.18 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.47 7-8 >542 180 BCLL 0.0 ' Rep Stress Inc- YES WB 0.48 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:125 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-1 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=785/0-3-8,7=785/0-3-8 Max Horz 10=-96(LC 10) Max Uplift 10=-153(LC 12),7=-153(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-9241322,3-4=-807/327,4-5=-9231322 BOT CHORD 9-10=-306/816,8-9=-212/807,7-8=-272/816 WEBS 2-10=-923/317,5-7=-922/317 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft L=24ft;eave=4it;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-0-0,Exterior(2)9-0-0 to 12-6-0,Interior(1)16-11-15 to 21-4-4 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 20.0psf 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 153 lb uplift at joint 10 and 153 lb uplift at joint 7. • 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EI(REFERANCE PAGE M67473 rev.I0b3/2016 BEFORE USE. Mt Design valid for use only with MtleletS conneckxs.This design Is bused only upon parameters shown,and Is for an Individual balding component not a truss system.Before use.the bulling designer must verify the applicaMlty of design parameters and properly Incorporate this design Into the overall bulking design. Bracing indicated Is to prevent buckling of lndMdual truss web and/or chord members only. Addtlonal temporary and permanent bracing MiTek* is always requked for stability and to prevent collapse with possttrle prrsoral Injury and properly damage. For general guidance regcxdng the fabrication.storage.delivery.erection and bracing of trusses and truss systems.seeANSI/TPI1 Qualify Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 r 4 oop y3 •ilp W -0 U/ �� Jni yY IIIIk X m g6 I I ' m 114. CO N On Ft m OQAwn cr n7O°Dp32Z7 O . c -. 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