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1619 ATLANTIC BEACH DR - TRUSSES d prior to installation. Otherwise, said claim will be denied.I LOADING CRITERIA Roof I Floor 19-04-00 Top Chord Live Load 20 40 p.s.f. BY OTHERS I $ Top Chord Dead Load 7 10 p.s.f. — — Bottom Chord Live Load 0 0 p.s.f. c E02(6) E01(3) 2-0 0 Bottom Chord Dead Load 10 5 p.s.f. w Total Load 37 55 p.s.f. 0 0 0 ' o o o o o t o o ' o � E.') 0 0 o c o 0 Cr 0 0 0 - d dDuration Factor 0 0 0 0 0 0 ` o 0 0 0 c 0 0 1.25 1.00 N N N N N N N N N N N N j Building Code FBC 2014 RES BRING �.� Wind Standard ASCE 7-10 RI 4 le J c Wind Speed 130 m.p.h. o Wind Usage RES. CAT II c CLI - Building Exposure C '' q • Q Building Type Closed co C I NOTE • Itis the responsibility of rhe building designer or architect to [0---- : 111111 'i I �x11. 7 ■� provide an appropriate connection forWsses to supporting structure per reactions shown on truss engineering.Special H01 considerations for mechanical equipment and/or plumbing(and mmne their connections)in truss space must be diagrammed by the Una builder an approved truss layout prior to fabricaton. It mnuM 4-00-00 it I Manning Building Supplies is a truss manufacturer whose '0 F! , responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0).Accordingly,it disclaims any 14T1126o responsibilities for the the construction design,drawings, 0 Sh — = documents including the installation and bracing of trusses LI ,;Ii manufactured b Manni •Buildi r Sus•lies. 0 mnute 0 Warning: _v ' ;! BM6 __ 0 Conventional framing,erection and/or permanent bracing is not �, ',"_"' „.,..i,_„1 -= = O. the responsibility of the truss designer,plate manufacturer,or °8 ai 1-0 -00 MGt5 I ""'M ao truss manufacturer.Persons erecting trusses are cautioned to - =u z ' .- seek professional advice regarding erection bracing which is ° ! n always required to prevent toppling and dominoing during 8 2-00-00 mvxs 1 erection;and permanent bracing which may be required in ui �” nw4n 5-04 00 _ specific applications.See Tracing wood trusses commentary •Q _ F08(4) 2-00-00 arum O and recommendations(SCSI 1-03)for further information. t V. 2- �n ', ~, = Trusses shall be installed in a straight and plumb position. 2-00 00 amass CO - 12-08-00 Where no sheathing is applied directly to the top and/or bottom THA4chords,they shall be braced as specifed on the engineered design.Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. y.Twua = 1-11-08 mrcux =_ n8 _' /` J Approved puss anchor h Meader.2p minimum by s��s' _- A C�/�if�/04/r./,". 4%/ .' 'A ,.e..„, ,Y ze/�Sv \ and bottom chords. IF07 square cut overhangs. i2 „mat II rP ra ' 'ops 10 r 2-04-00 r Y 624. S 1 RO. r: .merry... .i! -.� g Typical Truss Ends I a Engineer of Record: BEARINm No Engineer of Record on file 0 0 d 0 0 0 0 0 0 0 0 0 0 0 0 0 00 9 o6 a O 0 O 0 o. O 0 0 0 O O 0 0 06 - o 0 0 0 0 Q 0 o Q N N N N N N N ,i', N N N N IManning Building o2.7/4v. .2,/i/ilii/ia,~. ii2vii/r�iiiii227/ .76,0,9 Air.e,. .5'Am rii Supplies, INC. N N gB01(4) A01(11) c 11155 Philips Parkway Dr.E. Jacksonville.FL 32256 //i%/,f /I �, Phone:(904)268-8225 —g Fax:(904)260-2981 tCO2(3) U WMIV.MBS CORP.COM 00-00 I Customer. JAXTRUSS�MBS CORP.COM 30-08-00 Hanna,Inc. Job Name: I OVERHANGS BY OTHERS /Ebrt/Atlesidence Lotr>37kT$ubdly 4/ /Atlantic Beach Country Club I BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 Scale: Date: wnBy. Job Number. N.T.S. 4/7/2016 � JK J160125 All claims for error or defective material must be made within 5 days of receipt of goods a Approved truss anchor by builder. FLOOR TRUSS 3-04-00 18-00-00 3112 Ribbon I 20-00-00 Notch + DROP BEAM BY OTHERS(2X OVERHAP 20' i' II E01(8) w G01(10) - cam 1 -�—-fs` 2-08-00 I B . i'u 8 0 0 1 0 0 0 0 0 0 0 0 0 0 8 0 o . o ---0- o o--o l o - o--ro d oTa-. o --c-- •-a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N Typical Truss 'Ends BEARING 0 Wall Hatch Legend '. 1 1 1 i i 1 1 1 •�i�0i AIC CHASE -_ ;/ 1 A8'-1 1/2"WALLS 1 IT • tc.S �'' 1-04-0 I wwiz = F06(4) 1 O4 0 '7 rrfrrr 9'- 1 1/8"WALLS ii 12/6r z C 2-0 0 9'-5 1/2"WALLS - d 2-00-0 T FO v 5B swan ` 2-00-0 a•:t:.::A*12'-1 1/2"WALLS ; r- >< 1-08-0 F11 N Truss Connector Total List 3-04-00 18-00-00 h u_ Flo Manuf Product Qty 'i.FosAzz '</` 1-08-0 A .,. ,. HTU26 42 �A- ��_ �, c = F05(2) .', 2-00-0 THA422 10 ,� ' Simpson HGUS412* 2 F04 .�09> 2-00-0 Products %*it, 1-1,1-c PIotID Length Product Plies Net Qty - , �; o BM1 24-00-00 onCENTER® LVL 2.0E 1 3/4" x 20" 3 3 0 _ '`= i 1-0 -0 n BM2 20-00-00 onCENTER® LVL 2.0E 1 3/4" x 20" 2 2 cF03(4) tai ,' 2-0p-0 BM3 10-00-00 onCENTER® LVL 2.0E 1 3/4"x 20" 2 2 i • i0 BM4 8-00-00 onCENTER® LVL 2.0E 1 3/4" x 20" 2 2 ,p 2-00-0 BM5 6-00-00 onCENTER® LVL 2.0E 1 3/4" x 16" 2 2 �� y BM6 10-00-00 onCENTER® LVL 2.0E 1 3/4" x 20" 2 2 ,` 1-11-0 -0 BM5 (16"DEEP) BOTTOM AT 8'-1 1/2" o � 1 i TOP AT 9'-5 1/2" i o o ���j�j . ��i 2-00-0 F02(5) A- -_ 16-00-00 17-04-001 0�����' 2-00-01 -_- L v4., 1-11-0 n,.,i::;,;° ?•ci to•ri;i.giiiiici;ia;. :1i.;i:a::: h•ta•�;�:i:;;i:i� '.. • :;T•r.:eit:.:1 :;:i:: .i:• :.ii -06-00 ;i; .T.,•-•- 10104 10 d•AW AW,7i ', 74. it %%i• 2-4-9 4. • "` 8-- 4,F01(3) �• 1-r 0 BEARING c ����j t 0 V o, e ~-~ -r akd + 1-0 -0i 6 - _,-- R R Vine .iirn C N K02 0 0 0 0 0 0 o r> .nm .noel 0 0 0 0 0 0 0 0 K0�1'�, o--. o . o- - - o-, o ti. 0 0 0 I 0 0 0 0 0 N N N N N N N D01(10) c N- -o c �_— . .. f iiii:i:iilii.................,,ia:i....-..-.-...-.... O N 1 /, l,l/////x/114,i -Ziii 3 CO2(3) U 0 16-00-00 17-04-00 4 7-00-00 6-00-00 S 1st Floor FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638....BLUELINX ON-CENTER-LVL 15354...BLUELINX ON-C md prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor Top Chord Live Load 20 40 p.s.f. 28-04-00 Top Chord Dead Load 7 10 p.s.f. 19-08-00 8-08-00 Bottom Chord Live Load 0 0 p.s.f. s Bottom Chord Dead Load 10 5 p.s.f. 0 o J05(4) 0 0 N 0 °R Total Load 37 55 p.s.f. 1 {rrrr",trrrrrrrrrrr1",-rrrrrr xrr,r-r ,y,-r. Arrrrr ,� ; S' \ \ Duration Factor 1.25 1.00 Ag J01 Building Code FBC 2014 RES 00 Wind Standard ASCE 7-10 00ki J02 Wind Speed 130 m.p.h. ' J03 Wind Usage RES. CAT II it le Building Exposure C oo Building Type Closed 00-00 LI co o j F a - 6 9 NOTE r it is the responsibility of the building designer or architect to 2-00-00 provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering.Special considerations for mechanical equipment and/or plumbing(and 2-00-00 N 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 '2-00-00 9 responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0).Accordingly,it disclaims any s responsibilities for the the construction design,drawings, h N E. °SA documents including the installation and bracing of trusses 2-00-00 4 O -, , CO manufactured by Manning Building Supplies. r-rrrr ,rrr.rrrk;frr_ �,r� �° \ Warning: • 6 Conventional framing,erection and/or permanent bracing is not 2-00-00 `J 01 the responsibility of the truss designer,plate manufacturer,or HTU26 truss manufacturer.Persons erecting trusses are cautioned to 00 seek professional advice regarding erection bracing which is 2-00-00 J02 0o always required to prevent toppling and dominoing during 6o erection;and permanent bracing which may be required in r 11 9 specific applications.See"Bracing wood trusses commentary and recommendations(BCSI 1-03)for further information. 2-00-00 0 0 ,-, v 1 HTU26 O 9 , ." Trusses shall be installed in a straight and plumb position. p - o - z, Where no sheathing is applied directly to the top and/or bottom 2-00-00 9 O chords,they shall be braced as specified on the engineered N N design.Trusses shall be handled with reasonable care during N. HTU26 o erection to prevent damage or personal injury. o Approved mss anter by Wilder.2s4 minimum top s. 2-00-00 HTu26 saand nue O) a L.„_„--lagiggllrr. tx 2-00-00 HTU26 , 4-02-08 1,11 r HTU26 2-00-00 r 12 11 HTU26 - vst xo- 2-00-00 .. - HTU26 J 4 J0 Typical Truss Ends �J01 0o J03A�Ar, -rd-r-rrrr-r-r�rrrrirrr ✓p o it' 0,1 o ' o �o��' o Engineer of Record: N Jo No Engineer of Record on file t o e"rr','"co Qrrrt\s,- rrrr,Srrrrr�r�-,rrr rrrr,r,,r- draw v', ,,, .h. ..\ CI CV 7 o J05(4) a a o✓p8 !Manning Building 20-00-00 f 8-04-00 Supplies, INC. 11155 Philips Parkway Dr.E. Jacksonville,FL 32256 F 28-04-00 f Phone:(904)268-8225 ALL OVERHANGS BY OTHERS Customer: Fax(904)260.2981 I JAXT1r RUSSSQMBS-CORP.COM Hanna,Inc. Job Name: Ebert Residence LovaixiSubdiv 4/ /Atlantic Beach Country Club •CENTER BLI-JOIST 15432....BLUELINX ON-CENTER RIMBOARD 15432 Scale: D/7/ N.T.S. 4//7/ Drawn2016 JK By Job Number 7/ K J160125 1 All claims for error or defective material must be made within 5 days of receipt of goods Wall Hatch Legend J6, 0 0 vo ������A/C CHASE A J01 , i481- 1 1/2" WALLS J02 #91- 1 1/8" WALLS EvirL..lutm J03-1/2" WALLS u=n=a-1 M 01 A -1 ;.°���r��r irk `�•�`�'�`�'�• '€12'- 1 1/2"WALLS • MO2A c M O • 8 co 111 Truss Connector Total List Manuf Product • Qty ?if` o HTU26 7 HTU28 3It FILE COPY I k NI02 • M01 J03 , J02 , J01 }._. ,60 . �.Arra- r 0 N 2nd Floor - FLORIDA PRODUCT APPROVAL CODES:MITEK PLATES 15638....BLUELINX ON-CENTER-LVL 15354...BLUELINX ON ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: J160125 - Hanna Builders/ Ebert/jk MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Hanna, Inc. Project Name: Ebert Residence Model: Tampa,FL 33610-4115 Lot/Block: 4 Subdivision: Atlantic Beach Country Club Address: 1619 Atlantic Beach Drive City: Atlantic beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria& Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 50 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T8388546 F01 4/7/016 18 T8388563 CO3 4/7/016 2 T8388547 F02 4/7/016 19 T8388564 C04 4/7/016 3 T8388548 F03 4/7/016 20 T8388565 D01 4/7/016 4 T8388549 F04 4/7/016 21 T8388566 E01 4/7/016 5 T8388550 F05 4/7/016 22 T8388567 E02 4/7/016 6 T8388551 FO5A 4/7/016 23 T8388568 E03 4/7/016 7 T8388552 FO5B 4/7/016 24 T8388569 E04 4/7/016 8 T8388553 F06 4/7/016 25 T8388570 G01 4/7/016 9 T8388554 F07 4/7/016 26 T8388571 H01 4/7/016 10 T8388555 F08 4/7/016 27 T8388572 H02 4/7/016 11 T8388556 F10 4/7/016 28 T8388573 H04 4/7/016 12 T8388557 F11 4/7/016 29 T8388574 J01 4/7/016 13 T8388558 F12 4/7/016 30 T8388575 J02 4/7/016 14 T8388559 A01 4/7/016 31 T8388576 J03 4/7/016 15 T8388560 B01 4/7/016 32 T8388577 JO3A 4/7/016 • 16 T8388561 CO1 4/7/016 33 T8388578 J04 4/7/016 17 T8388562 CO2 4/7/016 34 T8388579 J05 4/7/016 The truss drawing(s)referenced above have been prepared by MiTek ttA S Industries,Inc.under my direct supervision based on the parameters 'O�PS • q<e ,, provided by Manning Building Supplies. f%&Nse. , C. AN .;9iLTruss Design Engineer's Name: Albani, Thomas : • ''Ic.'0 My license renewal date for the state of Florida is February 28,2017. _ •ice * IMPORTANT NOTE:Truss Engineer's responsibility is solely for :::53.• STATE OF Il/ design of individual trusses based upon design parameters shown •. : on referenced truss drawings. Parameters have not been verified '�.c< . O R\ •• •:*•P •%.% as for file propriate re reference onlyand hasr any use. y not been used in pron epn ay ng designs ••�sS;�NA; `�s preparing 9 9 Suitability of truss designs for any particular building is the Thomas A.Albanl PE No.39380 responsibility of the building designer, not the Truss Engineer, MiTek USA,Inc.FL Cert 6634 per ANSI/TPI-1, Chapter 2. Date: 04ParkeEastslvd.TampaR33610 April 7,2016 Albani,Thomas 1 of 2 RE: J160125- Hanna Builders/ Ebert/jk Site Information: Customer Info: Hanna, Inc. Project Name: Ebert Residence Model: Lot/Block: 4 Subdivision: Atlantic Beach Country Club Address: 1619 Atlantic Beach Drive City: Atlantic beach State: FL No. Seal# Truss Name Date 35 T8388580 J06 4/7/016 36 T8388581 J07 4/7/016 FILE COPY 37 T8388582 J08 4/7/016 38 T8388583 J09 4/7/016 39 T8388584 J10 4/7/016 40 T8388585 K01 4/7/016 41 T8388586 K02 4/7/016 42 T8388587 L01 4/7/016 43 T8388588 L02 4/7/016 44 T8388589 L03 4/7/016 45 T8388590 MO1 4/7/016 46 T8388591 MO1A 4/7/016 47 T8388592 M02 4/7/016 48 T8388593 MO2A 4/7/016 49 T8388594 M03 4/7/016 50 T8388595 M03A 4/7/016 2 of 2 Job Truss Truss Type Qty Ply Hanna Builders!Ebert/jk 18388546 J160125 F01 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:48 2016 Pagel ID:9CDbXnsg7GlIrPVI1dNgJgzcbeS-OV8BhVSdskpFz7wykKtFQPg2SMNSB6hHA63KgBzTBnH 0-1-8 H I 1-30 i I 2-0-0 iiEI 148 I4_ Sea 1:34.4 454= 1.554 II 457=- 1.554 1.5x4 = 4x4= 1.5x4 II 4x4= 4x4= 1.5x4 II 1 2 3 4 5 6 7 8 9 1011 e e e i i ° IA OA 23 X)+ ` \,/\/\- / \/\I / c 24 e 6.. a e 22 21 20 19 18 17 16 15 14 412 5x5= 4x4= 454= 454= 5x5= 19-11-8 I 1-9.0 I 4-0-0 I 88-0 I 13-1-8 I 15.7-6 I 16.1.8 I 1980 1I 1-6-0 2-6-0 2.8-0 6-7-8 2-6-0 2-6-0 148 4 0.4-0 Plate Offsets(X,Y)— [1:Edge,0-1-81,110:0-3-0,Edgel,[17:0-1-8,Edge],[23:0-1-8,0-0-121 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.22 18-19 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.33 18-19 >696 360 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.06 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:114 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except BOT CHORD 2x4 SP No.1 D(flat) 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:13-14,12-13. REACTIONS. (lb/size) 22=1059/0-3-8,13=1593/0-5-8 Max Grav22=1059(LC 3),13=1593(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 22-23=-1054/0,1-23=-1054/0,1-2=-852/0,2-3=-2128/0,3-4=-2935/0,4-5=3318/0, 5-6=-3318/0,6-7=-3318/0,7.8=2928/0,8-9=-2127/0,9-10=-858/0 BOT CHORD 20-21=0/1606,19-20=0/2631,18-19=0/3209,17-18=0/3318,16-17=0/3218,15-16=0/2630, 14-15=0/1604 WEBS 10-13=-1688/0,1-21=0/1248,10-14=0/1295,2-21=-1196/0,9-14=1184/0,2-20=0/829, 9-15=0/832,3-20=-800/0,8-15=-798/0,3-19=0/481,8-16=0/473,4-19=-436/0, 7-16=-502/0,4-18=-153/502,5-18=-268/19,6-17=-419/71,7-17=171/629 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 111111 3)Load case(s)1,2,3,4,5,6,7,8,9,10 has/ave been modified.Building designer must review loads to verify that they are correct for ,`�II1 1////' the intended use of this truss. ass OPS A- Az' iise 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 0 •• ••E N•• -9 i� 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 .,�• `A�•. \`' S `.,••,4, •... be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. NO 39380 .- -�r ► t.. LOAD CASE(S) 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Ye-Uniform Loads(plf) • ; E .0 Vert:12-22=-10,1-11=-100 i 0';-�_"•ee._ • (V Concentrated Loads(Ib) v . Vert:10=-497 �ii'�••.• Q •R 10•.•�\,�� 2)Dead:UniforLumber tuberoads I(pl ase 1.00,Plate Increase=1.00 ef) '�sS�ON AL ?�`,, Vert:12-22=10,1-11=-100 ///11111111s"- Concentrated Loads(Ib) Thomas A.Albans PE No.39380 Vert:10=-497 MITek USA,Inc.FL Cert 6634 3)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 Continued on page 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MMTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a tuns system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always requ'ed 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.see ANSI/1311 Quality Criteria,DSB•89 and BCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders/Ebert/jk T8388546 J160125 F01 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 0710:41:482016 Page 2 ID:9CDbXnsg7G11rPVI1dNgJgzcbeS-QV8BhVSdskpFz?wykKtFQPg2SMNSB6hHA63KgBzT8nH LOAD CASE(S) Uniform Loads(plf) Vert:12-22=-10,1-10=-100,10-11=-20 Concentrated Loads(Ib) Vert:10=-376 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-10=-20,10-11=-100 Concentrated Loads(lb) Vert:10=-497 • 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=10,1-10=100,10-11=-20 Concentrated Loads(lb) Vert:10=-376 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pH) Vert:12-22=10,1-10=-20,10-11=-100 Concentrated Loads(Ib) Vert:10=-497 7)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:12-22=-10,1-6=100,6-10=20,10-11=-100 Concentrated Loads(Ib) Vert:10=-497 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-5=-20,5-10=-100,10-11=20 Concentrated Loads(lb) Vert:10=376 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-6=-100,6-10=-20,10-11=-100 Concentrated Loads(Ib) Vert:10=-497 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:12-22=10,1-5=-20,5-10=100,10-11=-20 Concentrated Loads(Ib) Vert:10=-376 • 4 1 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/0312015 BEFORE USE. Design valid for use only with M11elc®connectors.This design is based only upon parameters shown,and is for on individual bufc4ng 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 colapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DS8.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders l Ebert/lk 18388547 J180125 F02 Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:49 2016 Page 1 I D:9CDbXnsg7G11rPV11 dNgJgzcbeS-vhiZurTFcl x6a8U912OUzdMGZmluwZ9QPmpuMdzTBnG 0-1-8 H I 1-3-0 1 1 2-0-0 1 0 0148 Scarid=1:33.8 4x4= 1.554 II 4x4=- 1.554 1.5x4 = 454= 1.5x4 II 4x4= 454= 1.5x4 = . 1 2 3 4 5 6 7 8 9 10 • L L •' .4. 1 '4D\ / \ /\ /\- 7\ / \ / \\I mr/C4 22 0 19 18 17 16 15 14 13 12 5x5= 4x4= 4x4 = 4x4= 5x5= 1-6-0 I 40-0 I 6-6-0 I 13-1-0 I 15-7-0 I 18-1-0 I 19-7-0 1 1$-0 2-6-0 2-6-0 6-7-0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- f1:Edge,0-1-81,f10:0-1.8,Edgel,[15:0-1-8,Edge1,[21:0.1-8,0-0-121,122:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.21 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.33 16-17 >698 360 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:109 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, except BOT CHORD 2x4 SP No.1D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=1057/0-7-2,11=1057/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 20-21=-1052/0,1-21=1051/0,11-22=-1052/0,10-22=1051/0,1-2=-850/0,2-3=-2122/0, 3-4=-2926/0,4-5=-3303/0,5-6=-3303/0,6-7=-3303/0,7-8=-2918/0,8-9=-2124/0, 9-10=-849/0 BOT CHORD 18-19=0/1602,17-18=0/2624,16-17=0/3198,15-16=0/3303,14-15=0/3209,13-14=0/2622, 12-13=0/1602 WEBS 10-12=0/1245,1-19=0/1246,9-12=-1195/0,2-19=1194/0,9-13=0/828,2-18=0/826, 8-13=-791/0,3-18=-797/0,8-14=0/470,3-17=0/479,7-14=505/0,4-17=-433/0, 4-16=-154/497,5-16=-266/20,6-15=-133/81,7-15=-178/640 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. fI II.h 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,,"�1 Az' t 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 `,��0.1�Q.S A. q�B�ij,' be attached to walls at their outer ends or restrained by other means. \`�` No 39380 -�;__� • : Job Truss Truss Type Qty Ply Hanna Builders/Ebert l jk T8388548 J180125 F03 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MITek Industries,Inc.Thu Apr 0710:41:49 2016 Page 1 ID:9CDbXnsg7Gl IrPVI1 dNgJgzcbeS-vhiZurTFclx6a8U912OUzdMGZmluwZl QPmpuMdzT8nG 0-1-8 H1 -4/ -I 1 2-0-0 1 i Scale=1:33.4 4x4= 1.5x4 II 1.5x4 = 4x4= 1.5x4 II 4x4= 4x4 = 4x7= 1 2 3 4 5 6 7 8 9 10 ia A • • a e' AA //` '• e 9 , \;21 Ill ♦ / \./\/ \.7 ��f/ ►� e 19 18 17 16 15 14 13 12 555= 4x4= 4x4= 4x4= 5x5= I 1.6-0 I 4-0-0 I 6-6-0 I 13-1-0 I 15-7-0 I 18-1-0 I 19-7-0 1 1.6.0 2-6-0 2-8-0 6-7-0 2-6-0 2S0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[10:0-3-0,Edge),115:0-1-8,Edge],[21:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.21 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.33 16-17 >698 360 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:109 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, except BOT CHORD 2x4 SP No.1 D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=1057/0-7-2,11=1063/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 20-21=1052/0,1-21=-1051/0,10-11=1057/0,1-2=-850/0,2-3=2122/0,3-4=-2926/0, 4-5=-3303/0,5.6=3303/0,6-7=3303/0,7-8=-2918/0,8-9=-2125/0,9-10=-848/0 BOT CHORD 18-19=0/1602,17-18=0/2624,16-17=0/3198,15-16=0/3303,14-15=0/3209,13-14=0/2622, 12-13=0/1604 WEBS 10-12 /1274,1-19=0/1246,9-12=-1200/0,2-19=-1194/0,9-13=0/827,2-18=0/826, 8-13=-789/0,3-18=-797/0,8-14=0/471,3-17=0/479,7-14=-505/0,417=433/0, 4-16=-154/497,5-16=266/20,6-15=1433/81,7-15=-179/640 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 00111111/.11 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 ,♦��-^ S A. /��� • be attached to walls at their outer ends or restrained by other means. ♦♦♦• `v`P ,41,/it, I,, 5)CAUTION,Do not erect truss backwards. ♦ '9 i : 'N. .*.\,\GENSF. •2�1' No 39380 2 r h —0-.-.r► 4..,: i,•'I4 r 'ONA'411111110"�,♦♦ Thomas A.Alban)PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 I t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE MII-7473 rev.10/038015 BEFORE USE Design vara for use only with Mtek®connectors.This design 8 based only upon parameters shown,and Is for an individual building component,not • a truss system.Before use,the buiding designer must verify the applicability of design parameters and property Incorporate this design into the overall building design.Bracing Indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek• is always requked for stabity and to prevent collapse with possble personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI(TPI1 QualIty Criteria,DSB•8P and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandua.VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders/Ebert/jk T8388549 2160125 F04 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MTek Industries,Inc.Thu Apr 07 10:41:50 2018 Page 1 I D:9CDbXnsg7G 1 IrPVI1 dNgJgzcbeS-NtGGx6 BUtN L3zCI3LsIvjVgvS?A5nfOLaeQYRu3zT8n F 0-1-8 H I 1-3-0 I 2.0.0 I Scale=1:33.0 4x4= 1.5x4 II 1.5x4 = 4x4= 1.5x4 II 5x5= 4x4= 4x7= 1 2 3 4 5 6 7 8 9 10 % a e q , • e 421 'S ,70 I \/\./ \W/e 19 18 17 16 15 14 13 12 5x5= 4x4 = 5x5= 4x4= 5x5= I 1.6-0 I 4-0-0 I 6-6-0 I 12-10-8 I 15-4-8 I 17-10-8 I 19-4-8 1 1-6-0 2-6-0 2-6-0 8-4-8 2-6-0 2-6-0 1-8-0 Plate Offsets(X,V)` 11:Edge,0-1-81,[10:0-3-0,Edgel,[15:0-1-8,Edgel,[21:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (lac) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.19 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.29 16-17 >795 360 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight 109 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, except BOT CHORD 2x4 SP No.1D(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=1046/0-7-2,11=1052/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 20-21=1041/0,1-21=1040/0,10-11=1046/0,1-2=-840/0,2-3=-2093/0,3-4=-2879/0, 4-5=-3231/0,5-6=-3231/0,6-7=3231/0,7-8=-2872/0,8-9=-2096/0,9-10=-838/0 BOT CHORD 18-19=0/1582,17-18=0/2586,16-17=0/3142,15-16=0/3231,14-15=0/3158,13-14=0/2583, 12-13=0/1585 WEBS 10-12=0/1259,1-19=0/1231,9-12=1185/0,2-19=1179/0,9-13=0/812,2-18=0/811, 8-13=-774/0,3-18=-782/0,8-14=0/459,3-17=0/465,7-14=-511/0,4-17=-41810, 4-16=-169/478,5-16=-268/46,6-15=-577/166,7-15=-246/753 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 at joint(s)11. 1111111//// 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. `�,%.%1 S A. /��� 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 `,� 0P Az t be attached to walls at their outer ends or restrained by other means. 0 -9 �� 6)CAUTION,Do not erect truss backwards. •�k`Z`••\,\C E•N S •.••/Ij/ '0 • i No 39380 0.0 ---•`" - - i'•is�/ONA�--.00 Thomas A.Albanl PE No.39380 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A111.7473 rev.10/032015 BEFORE USE. Design valid for use only with I�MTek®connectors.This design k based only upon parameters shown,and is for an individual bulking component,not • a inns system.Before use,the building designer must verify the oppfcabiity of design parameters and properly incorporate this design Into the overall bolding design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stabSty and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/7PII 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,Alexandra,VA 22314. Tampa,FL 38810 Job Truss Truss Type Qty Ply Hanna Builders/Ebert ljk T8388550 J160125 F05 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 a Sep 29 2015 MTek Industries,Inc Thu Apr 07 10:41:51 2016 Page 1 ID:9CDbXnsg7GlIrPVI1dNgJgzcbeS-r4gJJXUNBfBggSeXPSQ)22SZaZP5OTijs4L RWzT8nE 0-1-8 H I 134) I I 2-0-0 I 0-L,8 Scal e=1:34.4 4x4= 1.5x4 II 4x7=- 1.5x4 1.5x4 = 4x4= 1.5x4 II 4x4= 4x4= 1.5x4 II 1 2 3 4 5 6 7 8 9 1011 23 ee4 e e' N •• 'Li L - 24 .70\v/ \ /\/\- ../ 0 21 20 19 18 17 16 15 14 i3 12 5x5= 4x4= 4x4= 4x4= 454 = 19.11.8 I 19-4-12 19 I 19-4-12 0-4'..4 0-5.8 Plate Offsets(X,Y)-- 11:Edge,0-1-81,(10:0-3-0,Edgel,117:0-1-8,Edgel,123:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Ude Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL) -0.22 18-19 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.33 18-19 >696 360 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0.06 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:114 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. BOT CHORD 2x4 SP No.1 D(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:13-14,12-13. REACTIONS. (lb/size) 22=1049/0-7-2,12=-82/Mechanical,13=2360/0-5-8 Max Upliftl2=-346(LC 5) Max Grav22=1049(LC 1),12=277(LC 3),13=2360(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 22-23=-1045/0,1-23=-1044/0,12-24=0/317,11-24=0/317,1-2=-843/0,2-3=-2102/0, 3-4=-2895/0,4-5=-3254/0,5-6=-3254/0,6-7=-3254/0,7-8=-2843/0,8-9=-2027/0, 9-10=-742/0 BOT CHORD 20-21=0/1589,19-20=0/2599,18-19=0/3160,17-18=0/3254,16-17=0/3142,15-16=0/2542, 14-15 /1479 WEBS 10-13=-2024/0,1-21=0/1236,10-14=0/1134,2-21=-1184/0,9-14=1171/0,2-20=0/816, 9-15=0/870,3-20=-788/0,8-15=-818/0,3-19=0/470,8-16=0/477,4-19=-421/0, 7-16=-508/0,4-18=161/481,5-18=-259/23,6-17=-425/55,7-17=143/640 NOTES- ,0111111/fp 1)Unbalanced floor live loads have been considered for this design. ����-A S A, 4.0 2)All plates are 3x3 MT20 unless otherwise indicated. ,• oN Az e 3)Refer to girder(s)for truss to truss connections. ♦ -9 i• 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)12=346. `'k� �,\C'E•N S'•'•,7// �� 5)Load case(s)1,2,3,4,5,6,7,8,9,10 has/have been modified.Building designer must review loads to verify that they are correct for i the intended use of this truss. Z No 39380 _ • 1'. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)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. 8)CAUTION,Do not erect truss backwards. E 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)487 lb down at 19-10-0 on bottom 6._ts. chord. The design/selection of such connection device(s)is the responsibility of others. ., c �� 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). to <(••••& O R 1 Vi. •�\,� ON 1)Dead • LOAD CASE(S)F oorLive(balanced):Lumber Increase=1.00,Plate Increase=1.00 ���,IS��N Ai 00% Uniform Loads(Alf) Vert:12-22=10,1-11=100 Thomas AAlban/PE Cert 663 80 Concentrated Loads(Ib) 6904 Parke USA,Inc.aBl d. mp4 Vert:12=-487(F)10=-685 904 Parke East Blvd.Tampa FL 33610 Date: Continued on page 2 April 7,2016 MEM A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.104032015 BEFORE USE. mit Design valid for use only with MOek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicab81y of design parameters and property incorporate this design into the overall bulding design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI 11 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexan a,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders l Ebert/jk T8388550 J160125 F05 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:51 2016 Page 2 ID:9CDbXnsg7GlIrPVI1dNgJgzcbeS-r4gJJXUW8fBggSeXPSQy22SZaZP5OTijs41 RWzT8nE LOAD CASE(S) Standard 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=10,1-11=-100 Concentrated Loads(Ib) Vert:12=-487(F)10=685 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=10,1-6=-100,6-10=20,10-11=-100 Concentrated Loads(Ib) Vert:12=-487(F)10=685 • 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=10,1-5=-20,5-11=-100 Concentrated Loads(Ib) Vert:12=-487(F)10=-685 5)3rd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-11=-100 Concentrated Loads(Ib) Vert:12=-224(F)10=-685 6)4th chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-11=-100 Concentrated Loads(Ib) Vert:12=487(F)10=-685 7)5th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-6=-100,6-10=-20,10-11=-100 Concentrated Loads(Ib) Vert:12=487(F)10=-685 8)6th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=10,1-5=-20,5-11=100 Concentrated Loads(Ib) Vert:12=-487(F)10=-685 9)7th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-11=-100 Concentrated Loads(Ib) Vert:12=-224(F)10=-685 10)8th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=10,1-11=-100 Concentrated Loads(Ib) Vert:12=-487(F)10=-685 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE Design void for use any with Mdfek®connectors.This design is based only upon parameters shown,and is for an Individual budding component.note a truss system.Before use,the budding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse wtth possible personal injury and property damage.For general guidance regarding the ' tobrlcatIon,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/fell Quality Cr feria,D5B-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 38610 Job Truss Truss Type Qty Ply Hanna Builders f Ebert l jk 78388551 J160125 FO5A Floor Girder 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MTek Industries,Inc.Thu Apr 0710:41:51 2016 Paget ID:9CDbXnsg7GilrPV11dNgJgzcbeS-r4gJJXUW8fBgqSeXPSQy22Sg1ZPvORpjs41 RWzT8nE 0-1-8 H I1-3-00 [ 2-0-0 1 Vi4E1 0-1.18 Scale=1:35.4 6x6= 1.5x4 = ST1.5x8 II 6x6= 6x6= THA422 4x7 II 3x3= 1 2 3 24 4 5 6 7 8 9 10 11 • I • I • • /.!.. •_ ...\ a_ 23 3 ._,,,\/..\ /..\ /...\ _-\\/////:,_. e r6 21 20 19 18 17 16 15 14 12 6x6= 6x6= 6x6= 4x7 II 4x7 II 5x8 II 19.11.8 I 19-4-1] 1 ! 19-4-12 044 0-5-8 Plate Offsets(X,Y)- [1:0-1-8,0-0-8],16:0-3-0,0-0-0],[13:0-3-0,Edge],[23:0-1-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.18 18-19 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.28 18-19 >822 360 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(TL) 0.05 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:167 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, except BOT CHORD 2x4 SP No.2(flat) 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:13-14,12-13. REACTIONS. (lb/size) 22=1321/0-7-2,12=-361/Mechanical,13=3949/0-5-8 Max Uplift 12=-888(LC 5) Max Gray22=1321(LC 1),12=208(LC 3),13=3949(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1311/0,12-23=0/576,11-23=0/576,1-2=-1169/0,2-3=3016/0,3-24=-4157/0, 4-24=-4157/0,4-5=-4256/0,5-6=-4256/0,6-7=-4256/0,7-8=-3509/0,8-9=-2396/0, 9-10=-748/0 BOT CHORD 20-21=012196,19-20=0/3824,18-19=0/4431,17-18=0/4256,16-17=0/3984,15-16=0/3075, 14-15=0/1656 WEBS 10-13=-2955/0,1-21=0/1664,10-14=0/1110,2-21=-1554/0,9-14=-1373/0,2-20=0/1240, 9-15=0/1119,3-20=1221/0,8-15=-1025/0,3-19=0/504,8-16=0/656,4-19=-414/0, 7-16=-742/0,4-18=-568/22,5-18=9/252,6-17=-645/0,7-17=0/976 NOTES- ,vollI tticti 1)Unbalanced floor live loads have been considered for this design. ��%‘-^ S A. iter 2)All plates are 3x6 MT20 unless otherwise indicated. %% \VP A� I, 3)Refer to girder(s)for truss to truss connections. s� 0 " B-9 �i� 4)Provide mechanical connection.(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)12=888. `�".�`Z;•"�,\GENS. ' •;„ 5)Load case(s)1,2,3,4,5,6,7,8,9,10 has/have been modified.Building designer must review loads to verify that they are correct for � the intended use of this truss. NO 39380 -4__. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. E. 7)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. - 8)CAUTION,Do not erect truss backwards. E • 9)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent at 6-1-8 from the left end to connect truss(es)to back face �' of top chord. •�� � • � 10)Fill all nail holes where hanger is in contact with lumber. •, 0 R I V.'''.. \ 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)685 lb down at 19-9-4,and 685 lb 40j�0c, ....... 't X 0"s• such at connection on set p chord, is the and responsibility4lb at f others.9-10-0,and 487 lb down at 19-10-0 on bottom chord. The design/selection of ��,,/, '0,O N A;'����� 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Thomas A.Alban!PE No.39380 MRek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: Continued on page 2 April 7,2016 1 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.Thk design is based only upon parameters shown,and is for on individual building component,notMI a truss system.Before use,the building designer must verify the appicab8y of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is olways required for stably and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/s111 Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Henna Builders/Ebert/jk 78388551 J160125 F05A Floor Girder 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.840 s Sep 29 2015 MiTek Industries,Inc Thu Apr 07 10:41:51 2016 Page 2 ID:9CDbXnsg7G1 IrPV11dNgJgzcbeS-r4gJJXUW8fBgqSeXPSQy22Sg 1 ZPvORpjs41_RWzT8nE LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-11=100 Concentrated Loads(Ib) Vert:12=-974(F=-487,B=-487)10=-1370(F=-685,B=-685)24=-404(B) 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=10,1-11=100 Concentrated Loads(Ib) Vert:12=-974(F=-487,B=-487)10=-1370(F=-685,B=-685)24=-404(B) 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=10,1-6=-100,6-10=-20,10-11=-100 Concentrated Loads(lb) Vert:12=-974(F=-487,B=-487)10=-1370(F=-685,B=-685)24=-404(B) 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(Of) Vert:12-22=10,1-5=-20,5-11=-100 Concentrated Loads(Ib) Vert:12=-974(F=487,B=-487)10=-1370(F=685,B=685)24=-484(8) 5)3rd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-11=-100 Concentrated Loads(Ib) Vert:12=-448(F=224,B=224)10=-1370(F=685,B=-685)24=-404(B) 6)4th chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pH)) Vert:12-22=-10,1-11=100 Concentrated Loads(lb) Vert:12=-974(F=-487,8=487)10=1370(F=685,B-685)24=-404(B) 7)5th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-6=-100,6-10=-20,10-11=-100 Concentrated Loads(lb) Vert:12=-974(F=-487,B=487)10=-1370(F=-685,B=-685)24=-404(8) 8)6th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=10,1-5=-20,5-11=100 Concentrated Loads(Ib) Vert:12=-974(F=-487,B=-487)10=-1370(F=-685,B=-685)24=-484(B) 9)7th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-11=-100 Concentrated Loads(Ib) Vert:12=-448(F=-224,B=-224)10=-1370(F=-685,B=-685)24=-404(B) 10)8th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-11=-100 Concentrated Loads(Ib) Vert:12=-974(F=-487,B=487)10=-1370(F=-685,B=-685)24=-404(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MBek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not es a truss system.Before use,the building designer must verify the opplcab6ty of design parameters and properly Incorporate this design Into the overall building design.Bracing Indicated is to prevent buckling of indiAduol truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is atways required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage.dernery,erection and bracing of trusses and truss systems.see ANSI/7P11 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informaton available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders/Ebert I jk T8388552 J160125 F05B Floor Girder 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 7.830 s Jul 9 2015 MiTek Industries.Inc.Thu Apr 07 14:58:47 2016 Page 1 ID:9CDbXnsg7G1 IrPVl1 dNgJgzcbeS-twblhKmB6lpoNR72E172m43gVfZamV92?wdufGzT4A_ 0-1-8 H I'—0 1 2-0-0 1° I 0-k8 scale=1:34.1 6x6= 1.5x4= ST1.5x8 II 6x6= 6x6= 4x7 II 3x3 = 1 2 3 24 4 5 6 7 8 9 1011 • • • 1 •_1 1. _ e 23 r- 4 •'ril \ \r\� w/ . w/ \ e' e 9►. _ e Ia 21 20 19 18 17 16 15 14 12 6x6 = 6x8= 656= 4x7 II 6x6= 19-11-8 1 19-4-12 1966-0 1 19-4-12 0.1.4 055 Plate Offsets(X.Y)- 11:0-1-8.0-0-8],[6:0-3-0.0-0-0).[23:0-1-8.0.1-81 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.20 18-19 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(TL) -0.31 18-19 >762 360 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(TL) 0.06 13 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:167 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, except BOT CHORD 2x4 SP No.2(flat) 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:13-14,12-13. REACTIONS. (Ib/size) 22=1414/0-7-2 (min.0-1-8),13=2167/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1403/0,1-2=1257/0,2-3=-3272/0,3-24=-4525/0,4-24=-4525/0,4-5=4605/0,5-6=-1605/0,6-7=-4605/0, 7-8=-3830/0,8-9=-2695/0,9-10=1018/0 BOT CHORD 20-21=0/2363,19-20=0/4170,18-19=0/4818,17-18=0/4605,16-17=0/4322,15-16=0/3375,14-15=0/1975 WEBS 10-13=-1984/0,1-21=0/1790,10-14=0/1468,2-21=-1673/0,9-14=-1447/0,2-20=0/1375,9-15=0/1088,3-20=1357/0, 8-15=-1028/0,3-19=0/535,8-16=0/687,4-19=-443/0,7-16=-782/0,4-18=-645/35,5-18=-13/296,6-17=-681/0, 7-17=0/1031 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,oh edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks ``` 1881111111 to be attached to walls at their outer ends or restrained by other means. 0- . S A. /,,, 5)CAUTION,Do not erect truss backwards. mss• `V`P q e 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)510 lb down at 6-1-8 on top chord, `���� ••',G E Al S••.9/L,� and 224 lb down at 19-10-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. • •• V F • 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). No 39380 • LOAD CASE(S) Standard . --751: - Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 - * Uniform Loads(plf) -" ) • ii. ....re?. 12-22=-10,1-11=-100 .....� •' ' E_ (U♦ Concentrated Loads(Ib) i -" -` �� Vert:12=-224(F)10=68524=-510(F) •:;-1 •Z Q•�"• � iFs •........R C?%. Thomas A.Alban/PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI(REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. but Design void for use only with MTek®connectors.This design Is based only upon parameters shown,and is for on Individual bulding component,not a truss system.Before use,the budding designer must verify the apptcobilty of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for sIabfiiry and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems,see ANSI/1111 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders l Ebert l jk 78388553 J160125 Fos Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:53 2016 Page 1 ID:9CDbXnsg7G 11rPV11dNgJgzcbeS-nSy4kDWmgGRY3mowXtTQ7TXzgN2RsN7OKOn5VOzT8nC 11-3-0 1 1 2-0-8 I 01148 Scale=1:34.1 4x7= 4x7= 4x4= 3x6 = 4x4 = 1.5x4 II 1 2 3 4 5 6 7 8 9 10 i ,,_ \II/1/. \/ "\/\ / \V./ o '24 d 23 22 21 20 19 18 17 16 15 /4 13 '11 5x5= 5-3-04x4= I 3x6 II 6x8= 3x6 II 34 II 4x4= 5x5= 19.8.0 1 1 8 0 1 4-0-0 I 6-8-0 I 11-S- I 17-9-8 I 18-3-B I 17-9-a 1 19.2.0 19 I 1$0 2-6-0 2-6-0 5-0-9 1-3-0 2-6-0 2-8-0 1-4-8 0-210 0-4-0 Plate Offsets(X,Y)— [1:Edge,0-1-81,[9:0-3-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.19 18-19 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.30 18-19 >769 360 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:127 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, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 23=1043/Mechanical,12=1357/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-1041/0,1-2=-834/0,2-3=2060/0,3-4=2924/0,4-5=-3295/0,5-6=3295/0, 6-7=-2884/0,7-8=-2026/0,8-9=794/0 BOT CHORD 21-22=0/1565,20-21=0/2585,19-20=0/2585,18719=0/3195,17-18=0/3295,16-17=0/3295, 15-16=0/2549,14-15=0/2550,13-14=0/1511 WEBS 9-12=-1255/0,1-22=0/1253,9-13=0/1189,2-22=-1160/0,8-13=1139/0,2-21=0/787, 8-14=0/817,3-21=-833/0,7-14=831/0,3-19=0/526,7-16=0/538,4-19=441/0, 6-16=-800/0,4-18=-132/461,6-17=-131/384 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. 0111111111/,�, 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. `,0'^ S A t, 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 ,`s \v`1k A, , /,� be attached to walls at their outer ends or restrained byother means. .9 i, 6)CAUTION,Do not erect truss backwards. `•�Xs' ••s N G E N'-.••2/ No 39380 LOAD CASE(S) Standard • - 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 jfr • `� Uniform Loads(pit) _ * - Vert:11-23=-10,1-10=100 • Concentrated Loads(Ib) •.' E • / - Vert:10=-270 i O •A te` • •LI Thomas A.Alban/PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/038015 BEFORE USE. NI Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and B for an IndMdual building component,not a truss system.Before use,the bulding designer must verify the appscabity of design parameters and properly incorporate this design into the overal building design.Bracing indicated is to prevent buckling of indNiclual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Pit Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Hanna Builders/Ebert/jk T8388554 J160125 F07 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MRek Industries,Inc.Thu Apr 07 10:41:54 2016 Page 1 ID:9CDbXnsg7Gl IrPVl1 dNgJgzcbeS-FfWSx2XORaZOhwN65b_fgg361nWdbt6AZ2Wf1gzT8nB I iso 1 I 1.10-0 1 Scale=1:16.6 3x3= 1.5x4 II 3x6= 1 3x6 2 3 4 3x3= 5 o • • 71 . . e o bx/ e - 10 9 8 7 6 �( \\ 3x3= 3x3= 1.5x4 II 3x3 == LL 3x3 II 3x3 II 143-0 1 7-4-0 ( 8-10-0 1 1-6-0 5-10-0 1.8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (lac) Vdefl Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.06 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(TL) -0.06 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(rL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014ITPI2007 (Matrix) Weight:53 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, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=535/0-5-8,6=642/0-2-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-531/0,5-6=-635/0,1-2=-378/0,2-3=-815/0,3-4=-815/0,4-5=-42210 BOT CHORD 9-10=0/702,8-9=0/815,7-8=0/815 WEBS 5-7=0/634,1-10=0/567,47=-606/0,2-10=514/0,2-9=0/321 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 3)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 111111/ LOAD CASE(S) Standard ,,,`%11 tt A f III♦♦♦ 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 -^p+ .q Uniform Loads(plf) t•% se 0`v,• �e ♦♦♦ Vert:6-11=10,1-3=-100,3-5=-150 �.`A`r.•V E Ns ic•;92%��� 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) No 3936_0 - Vert:6-11=10,1-3=100,3-5=-150 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 --.7..„:„:„......7........z.41-74 Uniform Loads(pit) ..4 Vert:6-11=-10,1-3=-100,3-4=-150,4-5=-70 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 �r E �r .•�1/ Uniform Loads(plf) ------ .::-... ----::-.4" ♦r,e, c Vert:6-11=-10,1-3=-20,3.5=-150 �i ��•.�•� R 0,.•• \ ��� 5)3rd ddcharm Loads Dead: Lumber Increase=1.00,Plate Increase=1.00 ,♦♦♦♦I� lin/111110 �O N A�- `` `Un , Vert:6-11=10,1-3=100,3-4=-150,4-5=70 /,,/1 1110 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Thomas A.Albani PE No.39380 Uniform Loads(Alf) MITek USA,Inc.FL Cert 6634 Vert:6-11=-10,1-3=20,3-5=-150 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/032015 BEFORE USE mit Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and.permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders/Ebert/jk 78388555 J160125 FO8 Floor 4 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.840 a Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:54 2016 Page 1 ID:9CDbXnsg7G11rPV11 dNgJgzcbeS-FfWSxZXORaZOhwN65b_fgg3CAnWEbtkAZ2WflgzT8nB I 1-3-0 I I 1-10-0 I Scale=1:16.6 3x3 = 1.5x4 II 3x6= 1 3x6= 2 3 4 353= 5 0 , \— W • A • e a I e 4 '� � 10 9 8 7 6 3x3= 3x3= 1.5x4 II 3x3= 3x3 II 3x3 I I I 1-6-0 I 7.4-0 I 8-10-0 I 1-6-0 5-10-0 1-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.06 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) -0.08 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:53 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, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 11=472/0-5-8,6=472/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-471/0,5-6=-462/0,1-2=-326/0,2-3=-633/0,3-4=-633/0,4-5=-321/0 BOT CHORD 9-10=0/594,8-9=0/633,7-8=0/633 WEBS 5-7=0/482,1-10=0/489,4-7=-482/0,2-10=-426/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0%0111M/it NS.. A. q.e�,I� : 'I\ I\ •0 ENSF.:•4 44• No 39380 • ••• *' U .• '- Thomas A.Alban!PE No.39380 • MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mirek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall buiding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek• is always requked for stobity and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 Alexandna,VA 22314. Tampa.FL 36610 Job 'Truss Truss Type Qty Ply Hanna Builders/Ebert/jk T8388556 J160125 F10 Floor 1 1 Job Reference(optional) Manning Binding Supplies, Jacksonville,FL , 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:55 2016 Page 1 ID:9CDbXnsg7G11rPVI1 dNgJgzcbeS-jr3g9vYOCthF13ylelVuCtcKBBmkKJoJniGCaHzT8nA 0-4-0 H I 1-3-0 I I 2-0-12 I Dg 7H 0.0 'male=1:24.5 3x6=- 3x6 3x6 II 1.5x4 II 1.5x4 II 1 2 3 4 5 6 7 8 9 • • e • • e 20 e 6 19 18 17 16 15 14 13 12 *10 3x6 II 3x6 II 3x6 II 3x6 II 3x6 II 3x4= 13-11-12 2-1t-e I 7-1-12 I 13-5-0 130,4 I ieli 2-7-8 4-2-4 8-3-4 0-1-4 05--8 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.12 15-16 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.18 15-16 >886 360 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.02 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:94 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0.oc purlins, except BOT CHORD 2x4 SP No.2(flat) 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:11-12,10-11. REACTIONS. (lb/size) 10=116/Mechanical,1=712/0-3-8,11=1818/0-5-8 Max Uplift 10=-238(LC 5) Max Gray 10=392(LC 3),1=712(LC 1),11=1818(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-20=0/258,9-20=0/258,1-2=-517/0,2-3=514/0,3-4=-1256/0,4-5=-1256/0, 5-6=-1539/0,6-7=-1195/0,7-8=-485/0 BOT CHORD 17-18=0/1256,16-17=0/1256,15.16=0/1444,14-15=0/1469,13-14=0/1469,12-13=0/940 WEBS 8-11=1664/0,1-18=0/757,8-12=0/744,3-18=-1118/0,7-12=-722/0,7-13=0/405, 6-13=434/0,5-16=-486/0,3-17=0/569 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=238. `,j 11 i I I I I/,� 5)Load case(s)1,2,3,4,5,6,7,8,9,10 has/have been modified.Building designer must review loads to verify that they are correct for ,,��-A S A, I��, the intended use of this truss. ,� \v`P A� Ie 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,0% •E. B,9 0,� 7)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 ,: ��,•'.,\C' N S' •••/1i/ i• be attached to walls at their outer ends or restrained by other means. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. N O 3938 0 -A__ 9)CAUTION,Do not erect truss backwards. 71r 10)Hanger(s)or other connection device(s)shall be provided sufficient •to support concentrated load(s)487 lb down at 13-10-4 on bottom = • chord. The design/selection of such connection device(s)is the responsibility of others. 11)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 ''—'4' " •• �� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 0 ,�(\•'• Q R �.•'� ,�� Uniform Loads(plf)Vert:10-19=-10,1-s=-100 ,',u in N A L�?�••, Concentrated Loads(lb) �.//f1111111"., Vert:10=-487(F)8=-685 Thomas A.Alban!PE No.39380 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 MITek USA,Inc.FL Cert 6634 Uniform Loads(pit") 6904 Parke East Blvd.Tampa FL 33610 Vert:10-19=-10,1-9=-100 Date: Continued on page 2 April 7,2016 r. 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mnek®connectors.This design is based only upon parameters shown,and is for on Individual building component,not • a truss system.Before use,the building designer must verify the opplicabity of design parameters and properly Incorporate this design Into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI//rfPlt Quality Criteria,DSB-89 and BCSI Building Component 6904 Padre East Blvd. Safety Information avalable from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type City Ply Hanna Builders I Ebert/jk T8388556 J160125 F10 Floor 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 Mirek Industries,Inc.Thu Apr 07 10:41:55 2016 Page 2 ID:9CDbXnsg7G1 IrPVl l dNgJgzcbeS-jr3g9vY0CthF13ylelVuCtcKBBmkKJoJniGCaHzT8nA LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:10=487(F)8=-685 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-19=-10,1-4=-100,4-8=20,8-9=100 Concentrated Loads(Ib) Vert:10=-487(F)8=-685 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pH) Vert:10-19=10,1-3=-20,3-9=-100 Concentrated Loads(Ib) Vert:10=-487(F)8=-685 5)3rd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-19=10,1-9=-100 Concentrated Loads(Ib) Vert:10=-133(F)8=-685 6)4th chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-19=-10,1-9=-100 Concentrated Loads(Ib) Vert:10=-487(F)8=-685 7)5th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-19=-10,1-4=-100,4-8=20,8-9=100 Concentrated Loads(Ib) Vert:10=487(F)8=-685 8)6th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-19=-10,1-3=-20,3-9=-100 Concentrated Loads(Ib) Vert:10=-487(F)8=-685 9)7th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-19=-10,1-9=-100 Concentrated Loads(Ib) Vert:10=-133(F)8=-685 10)8th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-19=-10,1-9=-100 Concentrated Loads(Ib) Vert:10=487(F)8=-685 • 4 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1.111-7473 rev.10/03/2015 BEFORE USE. __ Design valid for use onty with M'Iek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verily the appicabllity of design parameters and property incorporate this design into the overall building design.Bracing indicated B to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeke is always required for stabily and to prevent colopse with possible personal injury and properly damage.For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1Pl1 Quality Criteria,DSB-89 and BCSI BuBding Component 6904 Parke East Blvd. sat my Information available from Inns Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36810 Job Truss Truss Type Qty Ply Hanna Builders/Ebert/jk T8388557 J160125 F11 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonvlle,FL 7.640 5 Sep 29 2015 MTek Industries.Inc.Thu Apr 07 10:41:55 2016 Page 1 ID:9CDbXnsg7G 11rPV 11 d NgJgzcbeS-jr3g9vY0Cth Fl3ylelVu CtcMNBuSKLNJniGCaHzT8nA 0-1-8 I—I I 1-3-0 I I 1$12 I040� 1.5x4 II 3x3= 3x3= 3x6 II Scale=1:12.7 i 3x3= 2 3 3x3= 4 5 - e _ LI_ e 11 — e e Nor 1e 17 9 8 7 3x3= 6 3x3= 1.5x4 II 1.5x4 II 3x3= I 4-6-12 I 5-11-4 1644 1 . 4-6-12 1-4-8 0-4-0 Plate Offsets(X,Y)- 111:0-1-8,0-0-121 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.03 8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.04 B >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 HOrz(TL) -0.02 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:39 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, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=310/0-7-2,5=316/0.3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 10-11=330/0,1-11=329/0,1-2=-278/0,2-3=-278/0 BOT CHORD 8-9=0/278,7-8=0/278. WEBS 5-7=0/254,1-9=0/398 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. ,,1'1‘t1111111/,,1,' .`•S0.. ' A<B",� O I . •• No 39380 r * 0 r.i' •: ' E�9�! Ai:7 **".:3-•-5--i-- ii,/::* e''SS/0NAiiiiiI ''�s'' 111 Thomas A.Alban/PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/732015 BEFORE USE. Design void for use only with Mirek®connectors.This design k based only upon parameters shown,and B for an individual building component,not • o 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 stabity and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders l Ebert/jk 78388558 J160125 F12 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.840 s Sep 29 2015 MRek Industries.Inc.Thu Apr 07 10:41:55 2018 Page 1 I D:9CDbXnsg7G 1 IrPVl1 d NgJgzcbeS-jr3g9vY0CthFl3ylelVuCtcN RBz1KKDJniGCaHzT8nA 104 1 1 1-1-0 316= 1 3x6= 7 2 1.5x4 11 3 Scale=1:10.0 i 7 • 3x5= 6 5 4 3x3 11 3x3 I I L. 1-4-0 1 2-6-12 1 1-4-0 1-4-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) l/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.00 5 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) -0.00 5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:21 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=610/Mechanical,4=504/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-600/0,3-4=-494/0,1-7=-452/0,2-7=-052/0,2-3=-452/0 WEBS 1-5=0/661,2-5=-937/0,3-5=0/644 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4-6=-10,1-3=-100 101111M/1i i 1' f f1��/ Concentrated Loads(lb) fit Vert:2=-612 7=229S A.♦♦♦`p�PAz6,,,• •:jsZ" G E Ns••.-94,'• No 39380 r Z3'"u E • 1 •••• OR1," •" s••• Al-E" ♦ N Thomas A.Albanl PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/032015 BEFORE USE. Design valid tor use only with MiTek®connectors.This design is based only upon parameters shown,and B for on individual bulding component,not • o buss system.Before use.the building designer must verify the applicoblity 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 colapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/fP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexondrla,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders I Ebert/jk T8388559 J160125 A01 Common 11 1 Job Reference(optional) , Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MMTek Industries,Inc.Thu Apr 07 10:41:41 2016 Page 1 ID:9C DbXnsg7G1 IrPVl1 dNgJgzcbeS-89DXD6N EVawEdwtcgMFcex1?3X2N2yMFZWtT45zT8nO I 5-7-12 I 11-0-0 I 16-4-4 I 92-0-0 I 5-7-12 5-4-4 5-4-4 5-7-12 5x5= Scale=1:49.6 4 I\ 8.00 12 Y3 24 1.5x4 \\ 1.5x4 // 3 5 i 3x4-i25 2 22 6 3x4* r 1 I rens i —� 9 28 27 8 : 5x5 = 3x4= 4x4 II 4x4 II I 7-0-0 I 15-0-0 I 22-0-0 I 7-0-0 8-0-0 7-0-0 Plate Offsets(X,Y)- (9:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Iden L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.19 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.35 8-9 >754 180 BCLL 0.0 * Rep Stress Incr YES WB 0.28 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-11 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 3-0-0,Right 2x4 SP No.2 3-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=814/0-7-10,7=814/0-7-10 Max Horz 1=208(LC 11) Max Uplift1=293(LC 12),7=-293(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-258/101,2-22=-1021/417,3-22=-1000/429,3-23=-1074/501,4-23=1053/515, 4-24=-1053/515,5-24=-1074/501,5-25=-1000/429,6-25=-1021/417,6-7=-258/101 BOT CHORD 1-9=-251/922,9-26=-75/614,26-27=-75/614,8-27=-75/614,7-8=-251/794 WEBS 4-8=-209/499,5-8=311/245,4-9=-209/499,3-9=-311/245 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=4ft;Cat II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to `,,��11111►��/4 14-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions • %• ,O-A PS A A<�,,i,' shown;Lumber DOL=1.60 plate grip DOL=1.60 ,% `v` 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `••�.j• •••�G E•N si•- '9,L,� 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 • \. Cc•'•• / fit between the bottom chord and any other members,with BCDL=10.0psf. • • N O 39380 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 293 lb uplift at joint 1 and 293 lb uplift at • -- - -- --�� joint 7. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. - * - • �0 • K/ ` • 0. . i''' &/ONA o�s‘ iii, l-Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 1 111_ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the balding designer must verity the applicabBly of design porometers and property incorporate this design into the overal balding design.Bracing indicated is to prevent buckling of individuol 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.Fa general guidance regarding the tobdcotlon,storage,delivery,erection and bracing of trusses and truss systems,see ANSI(IPII Quality Criteria,056.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,216 N.Lee Street.Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders I Ebert/lk 18388560 J160125 601 Monopitth 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MTek Industries,Inc.Thu Apr 07 10:41:42 2016 Page 1 ID:9CDbXnsg7GlIrPVI1dNgJgzcbeScLnvQSNsGu25F4SoO4mrA8a8AxTRnO9PoAcOcXzT8nN I 5-4-0 I 10-6-0 10.041.0 5-4-0 5-4-0 0--0 Scale=1:43.7 4 8.00 Aid 1 *Milr Ib r�� 7 6 5 • 3x5 II 1.5x4 II 3x6 = I 5-4-0 I 10-8-0 10.01.0 5-4-0 5-4-0 o--0 Plate Offsets(X,Y)- (1:0-2-0,0-0-11) LOADING(psi) SPACING- 2-0-0 CSI. DEFL, in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.06 6-7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.37 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:65 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 9-4-6 oc bracing. SLIDER Left 2x4 SP No.2 3-0-0 MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=401/0-7-10,6=383/Mechanical Max Horz 1=361(LC 11) Max Uplift1=122(LC 12),6=-203(LC 9) Max Gray 1=401(LC 1),6=438(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-421/206,3-14=395/218 BOT CHORD 1-7=-362/548,6-7=362/548 WEBS 3-6=-514/306 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 C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-6-4 zone;cantilever left and `,,0111111i/I/4, 11111 i/I/� right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,��•,A l).9 A A /�•� grip DOL=1.60 \v` • 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,��.r�••�C,•E N S' e'9jL1i� 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 ♦ V F•'• / • fit between the bottom chord and any other members. • N O 3 93 8 0 .__ 4)Refer to girder(s)for truss to truss connections. 1. - - ll. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 122 lb uplift at joint 1 and 203 lb uplift at joint 6. - �� 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 'U•• A ..... . E e - : ki • A'''SS/ONA-,G\-%`` 111 Thomas A.Mani PE No.39380 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 4 1 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI.7473 my.1QN3r2015 BEFORE USE. Design valid for use only with Miler.*connectors.This design Is based only upon parameters shown,and i for an individual building component,not • a truss system.Before use,the budding designer must verify the oppicabilty of design parameters and property incorporate this design Into the overall building design.Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPII Quality CMeda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders!Ebert I Jk 16388561 J160125 CO1 MONOPITCH STRUCTURAL 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:42 2016 Page 1 ID:9CDbXnsg7G11rPV11dNgJgzcbeS-cLnvQSNsGu25F4SoO4mrABa9oxRunQrPoAcOCXzTBnN 10-0-0 2.0.0 I 4-11.0 I 8-8-81-1-0 o-0 1 e o-0 p8-BB-O-o J X10-0 II II 2.00 2-1111 1-1-0 2-0-0 b-e-0 1-2-0 0-2-0 Scale=1:42.7 7 3x4 6 J 5 8.00 12 111 214r20 r3x43 2 i 8 2x5 II 12 11 10 9 14 13 304 I I 8-9-12 I 237-0-04 230 1 81 8-ao i 1 a1-0-4 1" I 2-0-0 1.8-2 0-1-12 Plate Offsets(X,V)-- 91:0-1-12,0-1-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.05 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 11-12 >858 180 BCLL 0.0 * Rep Stress Incr YES WB 0.20 Horz(TL) -0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:75 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. OTHERS 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. All bearings 3-11-10 except(jt=length)10=0-3-8,13=0-3-8,13=0-3-8. (Ib)- Max Horz 1=333(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1 except 10=-182(LC 9),14=-153(LC 12),13=-153(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,14,13,1 except 10=300(LC 17),13=256(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-521/531,3-20=-346/298,4-20=-335/323 WEBS 6-10=-304/249,3-14=-426/315 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 C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-8-4 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 �*� ,�I111111//jI DOL=1.60 ,�O%t S A li, ( 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry \P` N S`'. j,, Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. � ,•'� ,E •• 3)All plates are 1.5x4 MT20 unless otherwise indicated. ` • �- F•�• "" • 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. = No 39380 -- 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will = ------� fit between the bottom chord and any other members. : * 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,1 except(jt=lb) 7-'b 10=182,14=153,13=153. 7.::':::".:(://1411"--:9.. ?„ E • !(/ 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • , � � ;�L 1 ��'SS��• N AL E�C��, /if/1111111 " Thomas A.Alban]PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03P2015 BEFORE USE. Design void tar use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use.the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is dways requhed for stabllty and to prevent colopse with possible personal injury and property damage.For general guidance regarding the fabrication.storage,delivery,erection and bracing of tames and truss systems.see ANSI PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information avalable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandr ,VA 22314. Tampa,Ft.36610 Job Truss Truss Type Qty Ply Hanna Builders/Ebert ilk T8388562 J160125 CO2 Monophch 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:43 2018 Page 1 ID:9CDbXnsg7G1 IrPVl1 dNgJgzcbeS4XLIeoOU1 BAysD17xnH4jM6McLriWuVY1gMZ8zzT8nM 10.40 I 44.12 I 8801410-0 II 13 4+12 4-14 14-0 0.2 2x4 I I Scale=1:49.8 5 3x5-� 8.00 . 21 3x5-i 3 '0 N # 3x4 i 20 2 I e�G1r,�. la 1 i� .�11��7 d 4 —� 8 13 12 9m.�,p3= 355 II 3x4 = 1.5x4 II I 1.5x4 II 1.5x4 II 9-10-0 4412 4-1-4 '10-0 0--0 0-0-0 Plate Offsets(X,Y)- [1:0-2-0,0-0-15],[11:0-5-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (lac) Udeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.02 12-13 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight 80 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. Except SLIDER Left 2x4 SP No.2 3-0-0 10-0-0 oc bracing:7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=371/0-7-10,7=369/Mechanical Max Horz 1=300(LC 9) Max Uplift1=-109(LC 12),7-181(LC 9) Max Gray 1=371(LC 1),7=418(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-20=-373/183,3-20=-361/193 BOT CHORD 1-13=-315/480,4-11=-153/304 WEBS 4-7=-433/264,11-13=-306/456,3-11-300/196 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; ,1111111g/, • Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-8-4 zone;cantilever left and right `%��, S A. ��/it exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip `�‘ \l' '1/ �j� DOL=1.60 �•`,�.Z``••�G E N S•' 14,', 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ \. F•••• / 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 No 3 9 3 80 fit between the bottom chord and any other members. • - ---v. 4)Refer to girder(s)for truss to truss connections. *5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=109, - * / 7=181. -•-0". y z 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. : . E ta. • .t/ ,",4ii.'•ONA�1�• " Thomas k Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 t. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIb7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mitek®connectors.Thisdesign is based only upon parameters shown,and is for on individual building component,not 14111 • a truss system.Before use,the butding designer must verity the appicab8ty of design parameters and popery incorporate this design into the overal 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 colapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1PN Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 36610 Job Truss Truss Type Qty Ply Hanna Builders l Ebert/jk 78388563 J160125 CO3 Monopitch Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:44 2018 Page 1 I D:9CDbXnsg7G1 IrPVl1 dNgJgzcbeS-Ykvgr8P7oVIpUNcBVUoJGZfYx12cFHWhFU57hPzT8nL 18-0-0 I 4-4-12 I &8-0 {9'1" {I 4-412 4-1-4 1-4-0 0-2-0 Scale=1:54.1 3x6-' 4 1.5x4 , 8.00 13 2 e 3x5 i kv 2 1% r r, `•�1 r • "!.1 I� 1:. .tri : Iv Iimmiliii • 12 16 11 8p.g.p7 3x4= 3x4= HTU26 bib} 3x8 II 4x7= 2x4 II 2x4 II HTL -0 44.12 4.1-4 --MOW 0-6-0 Plate Offsets(X,V)- 16:0-3-0,0-4-01,110:0-5.8,0-2-01.f11:0-4-8,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.04 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.07 11-12 >999 180 BCLL 0.0 • Rep Stress!nor NO WB 0.44 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:84 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-5 oc purlins, except BOT CHORD 2x6 SP No.2*Except* end verticals. 3-11:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.2 10-0-0 oc bracing:6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=617/0-7-10,6=1220/Mechanical Max Horz 1=298(LC 5) Max Uplift 1=-274(LC 8),6=-724(LC 5) Max Gray 1=633(LC 26),6=1319(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-975/435,2-3=548/267 BOT CHORD 1-12=-429/786,12-16=-156/291,11-16=-156/291,10-11=-648/1138,3-10=-706/1209, 9-10=-249/381,6-9=-242/369 WEBS 3-6=-1202/706,2-12=-106/262,10-12=287/520,2-104-449/285 NOTES- ``,�11111111�/� 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; es%‘ PS:N. A II Exp C;Enc.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 `*u %\• �e i, plate grip DOL=1.60 �.�,�. '.•'�C,• S'• '9,y'.� 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . �. F•% / 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. N O 3 93 8 0 __ 4)Refer to girder(s)for truss to truss connections. * 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=274, = 6=724. :'p• • e 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. .. . E • - •!,(I Z 7)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 r.-0, -- - - <(y at 7-0-14 from the left end to 9-0-14 to connect truss(es)to front face of bottom chord. ice.�..'. c . �., 8)Fill all nail holes where hanger is in contact with lumber. ,���'•.. Q R I O, . \`�' 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i..,S'1O N A;`G.\'' 0` LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Thomas A.Albanl PE No.39380 Uniform Loads(plf) MITek USA,Inc.FL Cert 6634 Vert:1-4=54,11-13=-20,7-11=20,5-9=-20 6904 Parke East Blvd.Tampa FL 33610 Date: Continued on page 2 April 7,2016 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/0312015 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 hiss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall 1011 bulling 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 stablity and to prevent collapse with possible personal Injury and properly damage.For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quality Creeds,058.89 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 36610 Job Truss Truss Type Qty Ply Hanna Builders f Eben l jk T8388563 .1180125 CO3 Monopitch Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:44 2016 Page 2 I D:9C DbXnsg7G 1 IrPV I1 d NgJgzcbeS-Ykvg r8P7oVI pU NcBV UoJGWxI2cFH W tiFU57hPzT8n L LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:8=-173(F)16=925(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MII-7473 rev.10,03/2015 BEFORE USE. Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not • a truss system.Before use,the building designer must verify the apprrcobity of design parameters and properly Incorporate this design into the overall building design.Bracing indicated is to prevent bucking of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI(TPII Quality Creena,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexondra,VA 22314. Tampa,FL 36610 Job Truss Truss Type City Ply Hanna Builders/Ebel ljk T8388564 J160125 C04 MONOPITCH STRUCTURAL 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:44 2016 Pape 1 ID:9CDbXnsg7Gl lrPV11 dNgJgzcbeS-Ykvgr8P7oVIpUNcBVUoJGZfXPI6TFMPhFU57hPzT8nL I 5-0-0 I 10-0-0 I 5-0-0 5-0-0 4 Scale=1:43.5 6x10 i , 1.5x4 II ', 8'°4:412 ■ 1.5x4 II 3x5* ■ II 64= i 4 3 1.5x4 II 19 3x4* 2 1p I 6.6= i Ai I 1 Igil 3x5 II 1.5x4 II 1.5x4 II 18 6 1.5x4 II 5 8 7 3x4 = 3x4 11 I 3-11-10 I 3-11-10 Plate Offsets(X,Y)- f1:0-2-4,0-0-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.06 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.09 5-6 >778 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) -0.01 18 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) 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, 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. OTHERS 2x4 SP No.2'Except' MiTek recommends that Stabilizers and required cross bracing 413:2x8 SP No.1 D be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.2 2-0-0 Installation guide. REACTIONS. All bearings 3-11-10 except(jt=length)7=0-3-8,7=0-3-8,18=Mechanical. (Ib)- Max Horz 1=214(LC 12) Max Uplift All uplift 100 lb or less at joint(s)8 except 7=-156(LC 12),18=141(LC 12) Max Gray All reactions 250 lb or less at joint(s)1',8,1,18 except 7=308(LC 17), 7=287(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-6=-2891231 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=4ft;Cat.II; `,'� 111 Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-3-0 zone;cantilever left and right ,,0 S A Iii' exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,,• \v`P Ade I�, DOL=1.60 O .9 i� 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �• k' '• *' G E N S�•••2/ °0 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. •• • i 3)Gable studs spaced at 2-0-0 oc. No 3 93 8 0 - _ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * • 7 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. ,, • •li-` 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb)7=156 •�� /,. • 18=141. i��(: 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. °j �s•. 0 R 10.. ;�� #,���'S;o N A;•EC;. Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 4 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. Design void for use only with Mitek®connectors.This design is bused only upon parameters shown,and k for on individual buiding component,not • a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall birthing 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 possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPIl Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information av0iable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Hanna Builders I Ebert/jk T8388565 J160125 001 Common 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.840 s Sep 29 2015 MITek Industries,Inc.Thu Apr 07 10:41:45 2018 Page 1 ID:9CDbXnsg7GlIrPVI1dNgJgzcbeS-OwT23UQIZpQg6XBN3CJYonCiM9TO_qurUBrgDszT8nK I 6-0-0 I 12-0-0 I 6-0-0 6-0-0 Scale=1:19.7 4x4= 3.00 12 3 3x4------ 2 2 4 3x4 1 5 H , li 1.5x4 II 3x5 II 355 II I 6-0-0 I 12-0-0 I 6-0-0 6-0-0 Plate Offsets(X,Y)— (1:0-1-8,0-3-151,[5:0-2-6,0-3-151 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.04 6-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.08 6-15 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 3-0-0,Right 2x4 SP No.2 3-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=456/0-7-10,5=432/0-6-0 Max Horz 1=-23(LC 10) Max Upliftl=164(LC 12),5=-155(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-260/124,2-3=-764/432,3-4=764/433,4-5=-449/219 BOT CHORD 1-0=-364/741,5-6=364/741 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=oft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3.0.0 to 6-0-0,Exterior(2)6-0-0 to 9-0-0 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 ,,�0111111.11///, <1111f l 11/1/� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� A �/, 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 ,,�%. -^(�S q/ �i� fit between the bottom chord and any other members. ♦ . ( G E•0/ ...:1* T 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=164, : '� ..� SF.:•-;% 6)Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • N O 3 938 0 -- __ 7.1 ::: :12r).,7:1:.<\411111111111111r.',.:• am '' S/. NA�E�.C�%% 'S • --i'Ii iiit" Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 MIMI A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEI(REFERENCE PAGE MII.7473 my.10/0312015 BEFORE USE. Design valid for use only with Make connectors.This design Is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use.the budding designer must verity the applicabiity of design parameters and property Incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna BuildersI Ebert/jk T8388566 J160125 E01 Common 11 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 a Sep 29 2015 MiTek Industries,Inc.Thu Apr 0710:41:45 2016 Page 1 ID:9CDbXnag7Gl IrPVl1 dNgJgzcbeS-OwT23UQIZpQg6XBN3CJYonCf39QVJcrU8rgDszT8nK I 7-4-0 I 14-8-0 I 7-4-0 7-4-0 4x4= Scale=1:35.7 3 Pll 8.00 I12 il 20 21 4 '1 4x4 19 x4 4 \ 2 oie 1411441 1 5 : Ii ►t 6 11&.'"--111 3x8 II 1.5x4 II 3x8 I I I 7-4-0 I 14-8-0 7.4-0 7.4-0 Plate Offsets(X,Y)- 11:0-3-8,Edgel,f5:0-3-13,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.07 6-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.13 6-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight 70 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 2x6 SP No.2 3-0-0,Right 2x6 SP No.2 3-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=543/0-7-10,5=543/0-7-10 Max Horz 1=139(LC 11) Max Uplift1-195(LC 12),5=-195(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=-546/251,19-20=-537/256,3-20=-536/271,3-21=-536/271,21-22=-537/256, 4-22=-546/251 BOT CHORD 1-6=-83/400,5-6=-83/400 WEBS 3-6-39/298 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=oft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0.0 to 7-4-0,Exterior(2)7-4-0 to 10-4-0 `,,01111111/i.II zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; `��• cJ A. II, Lumber DOL=1.60 plate grip DOL=1.60 s•�• w. A<e ,/, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,%% s) -1.••�G E Ns"•.-14/-• . 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 ♦ •: \. G ••• , • fit between the bottom chord and any other members. • N O 39380 •• *"5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=195, `-- --�:--!w 5=195. � 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. - • * .F 7:174 •'••• FS•• ••O R 1 •`•rj,\•a• te '�i/IIS'0 NAL too it- Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 1 f igi A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/0312015 BEFORE USE. • Design valid for use only with Woke connectors.This design is bused only upon parameters shown,and is for on individual buiding component,not a truss system.Before use,the building designer must verify the appicabily of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stably and to prevent collapse with possible personal injury and property damage.For general guidance regording the fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 8904 Parke East Bird. Safety Information available from Truss Plate Institute.218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 36810 Job Truss Truss Type Qty Ply Hanna Builders/Ebert ljk T8388587 .1160125 602 Common 8 1 ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.840 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:46 2016 Page 1 ID:9CDbXnsg7G11rPVIldNgJgzcbeS-U61 QGgRNK6ZXjhmadvrnL_kpHYlwjGpjoaEIIzT8nJ I 7-4-0 I 14-8.0 I 7-0-0 7-4-0 5x5= Scale=1:35.7 3 8.00 12 18 19 i 3x4 4 17 20 2 3x4-� . 4 1 � 5 1• le-MI 6 3x6 II 1.5x4 II 3x6 II I 7-4-0 I 14-8-0 I 7-4-0 7-4-0 Plate Offsets(X,Y)— 11:0-2-4,0-1-31,15:0-2-13,0-1-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.10 6-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.19 6-15 >909 180 BCLL 0.0 • Rep Stress Incr YES WB 0.07 Horz(TL) -0.03 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:63 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 3-0-0,Right 2x4 SP No.2 2-0-0 be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=555/0-7-10,5=531/Mechanical Max Horz 1=139(LC 11) Max Upliftl=-199(LC 12),5=-191(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-569/257,17-18=561/262,3-18=-558/277,3-19=-551/275,19-20=-554/259, 4-20=-561/255,4-5=-389/0 BOT CHORD 1-6=91/420,5-6=-91/420 WEBS 3-6=-35/313 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=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-4-0,Exterior(2)7-4-0 to 10-4-0 /1111 I11//// zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; ,``,0% p,S A. ,q t,�, 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. ,.`��O•'\o E N S'• -TjL'i, 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 . \-, Fes••• , lit between the bottom chord and any other members. •. • 5)Refer to girder(s)for truss to truss connections. No 39380 •__,_ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=199, _ 5=191. = * -' 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Z'O• • e , E : �: ��'-,fcs'4••• O R %•-•• •0\ •.` �'iI,S'0NA1r�,,%'. 111/11111111t' Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 l _t 4 li A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design void for use only with Milek®connectors.The design is based only upon parameters shown,and Is for an Individual but ding component,not a truss system.Before use,the building designer must verify the apprroabity of design parameters and properly incorporate this design into the overoil building design.Bracing indicated Is to prevent bucking 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 property damage.For general guidance regarding the fabrication.storage.deavery.erection and bracing of trusses and Miss systems.see ANSI/SPIT Quality Cdterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Tens Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 38810 Job Truss Truss Type Qty Ply Hanna Builders/Ebert/jk 18388568 J160125 E03 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:47 2016 Page 1 ID:9CDbXnsg7G11rPVI1dNgJgzcbeS-yJaoTAR?5QhOLrtmAdMOtCH_2y9kSkK8xS nHkzT8nl I 74-07-9-4 14-8-0 1 74-0 65-6' 6-10-10 4x4 = Scale=1:35.7 354 II 4 1.5x4 II 3 r�� 5 / ■ I. 8.00: 23 j3x4 i 2 2 •e�614. 041 11111L... x4 7 I 4 am 11 8 3x6 II 3x4 113x4 II 4x4 II �7-7B-�9-6 I 7-2-2 bS9'I 14-8-0 I 7-2-2 6.10.10 0-1-14 Plate Offsets(X,Y)— [1:0-2-8,0-0-15] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 8-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.14 8-20 >567 180 BCLL 0.0 • Rep Stress Incr YES WB 0.05 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:77 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 9-10:2x6 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 SLIDER Left 2x4 SP No.2 3-0-0,Right 2x4 SP No.2 3-0-0 Installation guide. REACTIONS. (lb/size) 1=320/0-7-10,7=266/Mechanical,9=499/0-3-8 Max Horz 1=-139(LC 10) Max Uplift1=-166(LC 12),7=-153(LC 12),9=-71(LC 12) Max Gray 1=320(LC 1),7=284(LC 18),9=499(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-259/0,2-22=-274/191,22-23=-270/193,3-23=-263/209,4-5=-402/329, 6-7=-406/72 BOT CHORD 5-9=-401/256 WEBS 4-9=-266/283 NOTES- 1)Unbalanced roof live loads have been considered for this design. %I 1 I l 1 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=oft;Cat.II; ,`�����S A. ////// Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-4-0,Exterior(2)7-4-0 to 10-4-0 ,,, ,kp, qze , zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; •• .14/°i Lumber DOL=1.60 plate grip DOL=1.60 `•�,<�`•, • v G E N g'�;.,•• �� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , i 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 No 3938_0 - __ 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)9 except(jt=lb)1=166 =-0• • ,7=153. Z. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. it 40.--......4 E. '�:: iiiiinail Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 4 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is bused only upon parameters shown,and is for an individual tolling component.not , a truss system.Before use,the building designer must verity the appicab8ty 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.Additions temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage.Far general guidance regarding the fabrication,storage,deMery.erection and bracing of trusses and truss systems.see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandra,VA 22314. Tanga,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders/Eben I jk T8388569 J160125 E04 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:47 2018 Page 1 ID:9CDbXnsg7GlIrPVI1dNgJgzcbeS-yJaoTAR?5QhOLrtmAdMOtCH7vy8ASkL8xSKnHkzT8nl I 7-4-0 T-98i 14.8.0 I 7-4-0 O-SB' 6-10-10 4x4= Scale=1:35.7 354 II 4 1.5x4 II 3 P- 5 J •a 8.00 •12 25 27 .1 3x4% 24 3x4 Q 6 2 �: Illh6hhh...26 1,tiITtill`1 4 1I�r l r �i 10-MI Ir-Mil 1� 11 8 �� 3x6 II 3x4 11 3x4 II 3x5 II 7.9-6 I 7-2-2 1.81 1 14$-0 I 7-2-2 0-56 610.10 0-1.14 Plate Offsets(X,V)— [1:0-2-8,0-0-15),(7:0-2-1,0-0-111 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.06 11-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.15 11-16 >634 180 BCLL 0.0 • Rep Stress Incr YES WB 0.05 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:77 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 9-10:2x6 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 SLIDER Left 2x4 SP No.2 3-0-0,Right 2x4 SP No.2 3-0-0 Installation guide. REACTIONS. (lb/size) 1=327/0-7-10,7=287/0-7-10,9=471/0-3-8 Max Horz 1=139(LC 11) Max Uplift1=171(LC 12),7=-167(LC 12),9=-52(LC 12) Max Gray 1=327(LC 1),7=307(LC 18),9=471(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-259/0,2-24=-288/200,24-25=-285/203,3-25=-278/219,4-5=-395/328, 26-27=-256/202,6-27=-258/200 BOT CHORD 5-9=-360/233 WEBS 4-9=-259/265 NOTES- 1)Unbalanced roof live loads have been considered for this design. 1‘011111111/1. 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-4-0,Exterior(2)7-4-0 to 10-4-0 ,`••`op,S A. Ade I,,, zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; -9 i� Lumber DOL=1.60 plate grip DOL=1.60 `�%`,<Z,•._\GEN 5r.,•/�,, 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 No 39360 . __ 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)9 except(jt=1b)1=171 ,7=167. e- 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. : E - ; >'L •i,�S'`S;•�N A`����iN ii Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2016 BEFORE USE blit ,._.J Design void for use only with MTek®connectors.This design is based only upon parameters shown.and is for an Individual building component,not a tuns system.Before use,the building designer must verify the applcabity of design parameters and properly incorporate this design into the overal building design.Bracing Indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" B always requked for stobity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.see ANSI/TP11 Quality Criteria,051-85 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 36610 Job Truss Truss Type Qty Ply Hanna Builders/Ebert/jk 78388570 J160125 001 Monopitch 10 1 Job Reference(optional) Manning Budding Supplies, Jadcsonvile,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:56 2016 Page 1 I D:9CDbXnsg7G 1 IrPVI1 d NgJgzcbeS-B1 dCM FYezBp6wDXVC007159SyaAn3oN SOM916jzT8n9 I 7-2-0 I 7-2-0 1.5x4 II Scale=1:32.5 3 • 8.00 12 10 LC� 3x4i 9 2 rrr 1 il AO/ On Imo o 4 3x8 II 3x4 II I 74-0 I 7-4-0 Plate Offsets(X,Y)— f1:0-3-8,Edge] LOADING(psf) SPACING- 2-0.0 CSI. DEFL- in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.18 4-7 >461 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.34 4-7 >246 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:36 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. SLIDER Left 2x4 SP No.2 3-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=260/0-5-4,4=260/Mechanical Max Horz 1=245(LC 11) Max Uplift1=78(LC 12),4=140(LC 9) Max Gray 1=260(LC 1),4=297(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=436/0,3-4=-309/262 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=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-0-4 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 ,�t�111111f//// 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •A A // 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 ,,�� -APS AZe//j, • fit between the bottom chord and any other members. `. .Z`••'`\c•E N S• '• '94 4)Refer to girder(s)for truss to truss connections. .. V F•••• / - 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 4=140. No 39380 ••••— - - 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. .*. 6� Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 6 6 A WARNING-Verify design parameters and READ NOTES ON 17115 AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 10111 • a truss system.Before use,the budding designer must verity the applicability of design parameters and properly incorporate this design Into the overall building 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 possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing o1 tomes and truss systems.see ANSI(TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandra,VA 22314. Tampa,FL 36810 r Job Truss Truss Type Qty Ply Hanna Builders r Eben/pc 18388571 J160125 H01 HALF HIP GIRDER 1 • 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MITek Industries,Inc.Thu Apr 07 10:41:57 2016 Page 1 I D:9C DbXnsg 7G 1 IrPVI1 dNgJgzcbeS-g E BaaaZGkVxzYN6hmjXM HI hl0_X7o55cF01Je9zT8n8 18-9e 4-3-13 I 8-10-11 I 135-10 I 17-9-0 t:410-7-4 2 4-3-13 4-6-14 4-8-14 4-3-6 b-5.4 7.4 I Scale=1:35.1 6 SII 3.00 12 3x5 a 5 ilt 354 4 1-0-8 v 3x5= 3 1.5x4 II `✓ 8 It=aW wpm- 1-11 fill �fl flfl flfl .•1�" :-I. 4 •��A : 1.3 . 21 22 12 23 24 11 25 10 13 HTU285x5= HTU26 6x6= HTU26 5x5= 9 3x5 II 4x10= 3x6 II 1-111126 HTU26 HTU26 FITU26 18-9-8 0-8-8 4-3-13 I8-10-11 tg 0-8-9 I 3-7-5 48-14 I 13-1-10 I 17-941 b-5-40-7-4 I Plate Offsets(X,V)- 111:0-3-0,0.4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.05 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.09 10-11 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.67 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight 247 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purlins, except BOT CHORD 2x8 SP No.1 D end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 1-0-0 except Qt=length)9=0-5-8,13=0-7-10,1=0-3-8. (Ib)- Max Horz 2=168(LC 4) Max Uplift All uplift 100 lb or less at joint(s)2 except 9=-824(LC 4),13=-1249(LC 4),1=-576(LC 18) Max Gray All reactions 250 lb or less at joint(s)2 except 9=1917(LC 1),13=3183(LC 1),1=302(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-334/660,3-4=-2506/916,4-5=-2243/847,7-8=-279/121 BOT CHORD 1-13=-610/184,13-21=610/184,21-22=-610/184,12-22=610/184,12-23=985/2398, 23-24=985/2398,11-24=985/2398,11-25=869/2149,10-25=869/2149,9-10=121/279 WEBS 3-13=-18761799,5-11=-773/2068,4-11=286/131,3-12=-1199/3125,5-10=2772/1148 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. Bottom chords connected as follows:2x8-2 rows staggered at 1-0-0 oc. `,111 t 11111,, Webs connected as follows:2x4-1 row at 1-0-0 oc. �t I, 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 �h%` �PS A• A� iii connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,�� O ......... e 4 3)Unbalanced roof live loads have been considered for this design. .: .'S .'�\C' N Sk,....-14/".„• = 4)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 C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 : No 3938_0 . _ plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. _ • * 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. =-o• r_�aeM 7)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. r�• � E •i. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb)9=824 . ii • $ 13=1249,1=576. i�,�• .� 0 R 19.-*• �\`•" 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �t ss••.......•••• �\ %.• 10)Uatse Simpson 5-4-6 from theong-Tie left end 107U26(20-10d 17-4-6 to conneirder,rd truss(es)to front face of bx1 1/2 Truss, lngle Ply ottom chorGirder)or equivalent spaced at 2-0-0 oc max.starting it,,.O N A,`�% 11)Fill all nail holes where hanger is in contact with lumber. Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: Continued on page 2 April 7,2016 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design void for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an individual building component.not MI • a truss system.Before use,the building designer must verify the applicably of design parameters and property incorporate this design into the overall buiding 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 colapse with possible personal injury and property damage.For general guidance regarding the fabdca1ion,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1111 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i Job Truss Truss Type Qty Ply Hares Builders/Ebert/jk T8388571 J160725 H01 HALF HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MTek Industries.Inc.Thu Apr 07 10:41:57 2016 Page 2 ID:9CDbXnsg7G11rPV11dNgJgzcbeS-gEBaaaZGkVxzYN6hmiXMHIh10 X7o55cF01Je9zT8n8 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:2-15=54,1-6=-54,9-17=20,7-8=-54 Concentrated Loads(Ib) Vert:11=511(F)10=246(F)21=511(F)22=-511(F)23=511(F)24=-511(F)25=511(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.104732015 BEFORE USE. Design valid for use only with Mttek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated 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 with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 38610 Job Truss Truss Type Qty Ply Hanna Builders/Ebert/jk 18388572 J160125 H02 Monopitch 4 1 Job Reference(optional) Marring Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:57 2016 Page 1 ID:9CDbXnsg7G11rPV11dNgJgzcbeS-gEBaaaZGkVxzYN6hmjXMHlhg7 XXo6FcFOUe9zT8n8 I 4-3-13 I 10-10-11 I 17-9-0 17-1ill-8 4-3-13 6-6-14 8-10-6 0.1.8 Scale=1:31.6 2x4 I I V 15 3.00 12 3x4 4 o 3x4 0-�8 3 3x4 14 s• 2 1 Y 4 13 --"kroi 441. a 5x5 Il 91,5x4 II _= 3x5=8 I 4-3-13 I 10-10-11 I 17-9-0 171.8 4-3-13 6-6-14 6-10-8 0-4-8 Plate Offsets(X,Y)- (1:0-2-0.0-2-3] LOADING(psi) SPACING- 2-0-0 CS!. DEFL. in (Ioc) Udef1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.05 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.13 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:89 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. 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=128/0-3-8,9=693/0-7-10,7=487/Mechanical Max Horz 1=235(LC 11) Max Uplift1=-41(LC 12),9=-290(LC 8),7=-209(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-663/284 BOT CHORD 7-8=-333/604 WEBS 3-9=-566/313,3-8=-191/559,4-7=-639/314 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-7-4 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 •`,1.111111111, • grip DOL=1.60 ,%SS ONS S A- ASB t_ 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 %%�., ." G•E N,'...-T4,%** fit between the bottom chord and any other members. •' V F ••. 4)Refer to girder(s)for truss to truss connections. N 0 39380 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb)9=290 . - ,7=209. - ~ 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. -: -<- 1.v ��-�,. 'O . ., OR` . •'ie c:k.", "ONA-%- llt Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 4 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10103/2015 BEFORE USE. Design void for use only with Mnek®connectors.This design is based only upon parameters shown.and is for on Individual building component,not Mt a truss system.Before use.the building designer must verify the applcablity of design parameters and properly Incorporate this design into the overall building design.Bracing indicated B to prevent bucking of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent colapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage.dernery,erection and bracing of trusses and truss systems.see ANSI/SPII Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infomnason avoiable from Truss Plate Institute,218 N.Lee Street,Suite 31 Z Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders/Eben/lk 18388573 J160125 H04 Monopitch 5 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 Mirek Industries,Inc.Thu Apr 07 10:41:58 2016 Page 1 I D:9CDbXnsg7Gl I rPVl l d NgJgzcbeS-8QlznwavVo3g9XhtKR2bq W EvyOwiXhdlTgUsAczT8n7 I 4-9-0 I 5-7-13 1 9-6-0 918.9 4-9-0 0-10-13 3-10-3 0-2b Scale=1:20.2 1.5x4 II 4 3.00 -2 r 3x4 11 3 .11111426 3x4 r r2 " 2 1 r iamwlIll1 .IIIIIMIIIIIIIIIIIIIIILimfiniii ii 5 a 3x6= 5x5 I I 6 1.5x4 II I 5-7-13 I 9-6-0 9( 5-7-13 3-10-3 0-2 Plate Offsets(X,Y)- 11:0.2-0.0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.02 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.05 6-9 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.08 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:45 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. SLIDER Left 2x4 SP No.2 3-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=255/0-3-8,5=207/Mechanical,6=230/0-7-10 Max Horz 1=131(LC 11) Max Uplift/=-108(LC 8),5=-109(LC 8),6=-69(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-334/201,2-3=-264/222 BOT CHORD 1-6=-196/268,5-6=-196/268 WEBS 3-5=-279/237 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=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-4-4 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 `,I1'S 111111111, DOL=1.60 ,‘•S� A. .Zi iii- .„,.%2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. B ,, 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 ••,,\\Z•`'•••\G E N g•• *14 • fit between the bottom chord and any other members. • ` •• V F•••" , •. 4)Refer to girder(s)for truss to truss connections. -. • N O 39380 •• • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb)1=108 - -- ,5=109. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. -• . * . --........„..i.74 --:‘.:::.:;"--..13-2‘\ .%ff 4. '�i1S;O N A,�� ��� Thomas A.Alban/PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 I f A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE Design valid for use only with Mirek®connectors.This design is based only upon parameters shown,and is for on individual building component,not MT o truss system.Before use,the buiding designer must verify the opplicabiTily 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 bracing MiTek B always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avoiable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandra,VA 22314. Tampa,FL 36810 Job Truss Truss Type Qly Ply Hanna Builders/Ebert ljk 18388574 J160125 JOt Corner Jack 12 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:58 2016 Page 1 I D:9C DbXnsg7G1 I rPV I1 d NgJgzcbeS-8Q IznwavVo3q 9XhtKR2bq W E_nO_pXitITg UsAczT8n7 I 1-0-0 1-0-0 Scale=1:9.7 8.00 12 2 7 r � 3 3x4=- 1 1 1-0-0 1.0.0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=37/0-5-8,2=27/Mechanical,3=10/Mechanical Max Horz 1=27(LC 12) Max Uplift2—26(LC 12),3—2(LC 12) Max Gray 1=37(LC 1),2=30(LC 17),3=15(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 C;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. ,`,0111111/// 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. , � PS A- ,A �,�, 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. % i • No 39380 17. • . Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Padre East Blvd.Tampa FL 33610 Date: April 7,2016 � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 8111.7473 rev.10/03/2015 BEFORE USE. Design yak]tor use only with MITeL®connectors.This design is bosed only upon parameters shown,and is la an Individual building component,not NUT a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always requbed for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 36610 Job Truss 'Truss Type Qty Ply Hanna Builders l Ebert ljk T8388575 J160125 J02 Corner Jack 12 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc Thu Apr 07 10:41:59 2018 Page 1 ID:9CDbXnsg7G1IrPVI1dNgJgzcbeS-ccJL?GbXG6BhnhF4t8ZgNjn7joJuG97viKEQj2zT8n6 I 3-0-0 1 3-0-0 Scale=1:16.8 3 • 8.00 12 3x4:, 0' 2 i oioe k7 A A A 1 .41 Ill rl il Itilkill 4 2x5 II I 3-0-0 I Plate Offsets(X,Y)— 11:0-1-12,0-1-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 4-7 >999 180 BCLL 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-M) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 3-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=109/0-5-8,3=76/Mechanical,4=33/Mechanical Max Horz 1=80(LC 12) Max Uplift1=3(LC 12),3=-70(LC 12),4=-6(LC 12) Max Gray 1=109(LC 1),3=85(LC 17),4=48(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 C;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. ``11%11111Ii 4)Refer to girder(s)for truss to truss connections. ��%1A PS A, A ti 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. ,v O\`+, <B i,� 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,•;,se ...\CENS'•.'9y i• , No 393.8_0 r r Y .,•••,S,/ON Al '-too Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 / 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not MI a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall bolding design.Brocing Indicated Is to prevent bucking of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage.deivery,erection and bracing of trusses and truss systems,see ANSI/rp11 Qualify Criteria,D5B-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Mate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36810 Job Truss Truss Type Qty Ply Hanna Builders I Ebert/jk T8388576 J160125 J03 Comer Jack 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:41:59 2016 Page 1 ID:9CDbXnsg7G11rPVI1dNgJgzcbeS-ccJL?GbXG6BhnhF4t8ZgNjn3poGiG97viKEQj2zT8n6 I 5-0-0 I 5-0-0 Scale=1:23.7 3 erA 8.00 12 9 3x4 2 1 ■ !A� 4 3x6 II I 5-0-0 5-0-0 Plate Offsets(X,Y)— [1:0-2-8,0-0-151 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.08 4-7 >745 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 3-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=183/0-5-8,3=121/Mechanical,4=62/Mechanical Max Horz 1=135(LC 12) Max Uplift1=11(LC 12),3=-109(LC 12),4=-11(LC 12) Max Gray 1=183(LC 1),3=135(LC 17),4=86(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-256/80 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 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. 131111111//11� 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 ♦, _A PS A AZ �, fit between the bottom chord and any other members. ♦ ' , 4)Refer to girder(s)for truss to truss connections. `♦♦�.r'••�G E Ns'• '4/ . 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4 except(jt=lb) ` •• �- F•••• / 3=109. • • 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. No 39380 _ . .ii 111 Thomas A.Alban'PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design void for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an Individual bung 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 colapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Solley Information available horn Inns Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders/Ebert/11c T8388577 J160125 JO3A Comer Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Thu Apr 07 10:42:00 2016 Page 1 ID:9CDbXnsg7GlIrPVIIdNgJgzcbeS-4ptjCcb91QJYPrgGRr53vxJFICcR?CN2x_zzFUzT8n5 I 4-8-0 I 4-8-0 Scale=1:23.3 2 iTi 11 8.00 I12 5 r vs d i 1.5x4 II 1 et 4 3 3x4= 4-8M I 4-8-0 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.06 3-4 >891 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 2 nla n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 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. MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=165/Mechanical,2=111/Mechanical,3=54/Mechanical Max Horz 4=143(LC 12) Max Uplift2=-108(LC 12),3=-11(LC 12) Max Grav4=165(LC 1),2=125(LC 17),3=84(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=oft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-7-4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ```;01111111/i ' fit between the bottom chord and any other members. `�s-A Pq A, qI/��, 4)Refer to girder(s)for truss to truss connections. .� \V`• 0 i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) ♦♦�Ne ••�G E Ns••.'94 � 2=108. ♦ •• �- F •• / 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. No 3 9 3 80 - (-1✓ �'''4'o N A•Ilmi�1��•N Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1-7473 rev.10/032015 BEFORE USE. wt. Design valid for use only with MiTek49 connectors.This design is based only upon parameters shown.and is for on individual building component,not a truss system.Before use.the building designer must verify the 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.Additional temporary and permanent bracing Mel( is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI(TPI1 Quality Criteria,DSB-89 and BCSI Bulding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexondna,VA 22314. Tampa.FL 36610 Job Truss Truss Type Qty Ply Hanna Builders/Ebert/jk 18388578 J180125 J04 Jack-Open 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:42:00 2018 Pale 1 ID:9CDbXnsg7G1IrPVI1 dNgJgzcbeS-4ptjCcb91 QJYPrgGRr53vxJGWCdO7cN2x_zzFUzT8n5 4-2-8 4-2-8 Scale=1:20.6 3 8.00 12 9 3x4 2 1 c dor r- � 11 ►� 4 3x5 I I 4-2-8 4-2-8 Plate Offsets(X,Y)— f1:0-2-0,0-0-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 3-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=153/0-5-8,3=103/Mechanical,4=51/Mechanical Max Horz 1=113(LC 12) Max Uplift 1=-8(LC 12),3=-93(LC 12),4=-9(LC 12) Max Gray 1=153(LC 1),3=115(LC 17),4=71(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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-1-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will .03111111/1/1.� fit between the bottom chord and any other members. • PS A' q , 4)Refer to girder(s)for truss to truss connections. `• `v . �e174, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. ,,� .r�••�GENS•••"7/)/-" 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. � •• V• F•••,1 l� No 39380 • - • * — " • Thomas A.Albanl PE No.39380 MfTek USA,Inc.FL Cert 6634 • 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 • A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. • Design valid tar use only with MJfek1S connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of indvidual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,05B-89 and BCSI Building Component 6904 Parke East Blvd. Sudety Inlormaton available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandna.VA 22314. Tampa,FL 36610 Job Truss (Truss Type Qty Ply Hanna Builders/Ebert f lk 78388579 J160125 J05 Jack-Open 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,Fl. 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:42:00 2016 Page 1 I D:9C DbXnsg7G l l rPVl1 dNgJgzcbeS-4ptjCcb91 QJYPrgGRr53vxJ8_CYT7cN2x_zzFUzT8n5 I 7-0-0 I I 7-0-0 Scale=1:30.6 3 II 8.00 12 I 3x4 G 9 10 c 2 ; /fp.1 I. 1IIIMCallI 4 3x8 II I 7-0-0 I 7-0-0 Plate Offsets(X,Y)— [1:0-3-8,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.18 4-7 >458 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.32 4-7 >260 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 3-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=257/0-5-8,3=168/Mechanical,4=89/Mechanical Max Horz 1=190(LC 12) Max Uplift1=20(LC 12),3=-150(LC 12),4=-15(LC 12) Max Gray 1=257(LC 1),3=186(LC 17),4=124(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-428/0 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 C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&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. `1..1111111//1_ 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 S A. �it fit between the bottom chord and any other members. �%% `"`P• ,-t �,, 4)Refer to girder(s)for truss to truss connections. �•5 `e '•\G E N S* "/1/1'i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4 except(jt=lb) . '� \- Fes"• / 3=150. • No 39380 o. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. _.--tom * `. s •?%#716:: Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 4 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2019 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an individual budding component,not MI 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 stab6iity and to prevent colapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Creerb,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tens Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders!Ebert/jk 18388580 J160125 J06 Jack-Partial Girder 2 1 Job Reference(optional) _ Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:42:01 2016 Page 1 ID:9CDbXnsg7G11rPV11dNgJgzcbeS-Y7R5PycnojRP1_PS7ZcIS8sM3bxSk3c8Ae/WnwzT8n4 I 2-11-5 I 5-10-11 I 2-11-5 2-11-5 Scale=1:21.7 i• 3 5.66 12 12 3x4 i 2 r 3x4 11 1 4 A or i►. 13 14 i► 4 3xe II F - ---- -- - 5-10-11 1 5-10-4 Plate Offsets(X,Y)- (1:0-2-8,0-1-7] LOADING(pat) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.06 4-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.10 4-9 >671 180 BCLL 0.0• Rep Stress!nor NO WB 0.00 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight 24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 3-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=234/0-7-0,3=142/Mechanical,4=70/Mechanical Max Horz 1=113(LC 8) Max Uplift1=61(LC 8),3=-121(LC 8).4=-15(LC 8) Max Gray 1=234(LC 1),3=146(LC 25),4=97(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=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `,111111111/it/ 4)Refer to girder(s)for truss to truss connections. ��01 n A• A����ii 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4 except(jt 1b) `v 3=121. ,`%,.r� GENS•-.q2'.. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ♦ •' •. CC ••• • / a 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)69 lb down and 42 lb up at 1-5-0, . No O 39380 _ and 100 lb down and 94 lb up at 4-2-15 on top chord,and 2 lb down and 5 lb up at 1-5-0,and 22 lb down and 14 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. * •__.- 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). = „� --p• . e LOAD CASE(S) Standard .. • E • v ;{d/ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i Q••. _ -�`' . <(/. Uniform Loads(plf) ....-'� ( O `� .�� Vert:1-3=-54,4-5=-20 'S: •••••.. ...R•. . 0 �s ConcentratedVert12 Loads 5(B)13=2(B)14=-8(B) •/lt,/0 N At 1-00 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 A WARNING-Verify design parameters and READ NOTES ON T711S AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MIT Design void for use only with MEek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the budding 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 stobity 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 Inas systems,see ANSIRPIt Quality Criteria,DSB-89 and BCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders I Ebert I jk T8388581 J160125 J07 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MITek Industries,Inc.Thu Apr 07 10:42:02 2018 Page 1 ID:9CDbXnsg7G11rPVlldNgJgzcbeS-08_TdIdPZ1aGe8 eZG7X_MPYd?IBTWsLOHS4JNzT8n3 I 2-9-13 I 5-7-11 I 2-9-13 2-9-13 Scale=1:21.1 3 1I [$ 5.6612 12. 3x4 2 3x4 i O o 11 N 461 1 all MN ti 111111.511 13 14 / 4 3x5 II I 5-7-11 1 5-7-4 Plate Offsets(X,Y)— 11:0-1-8,0-1-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.05 4-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.09 4-9 >786 180 BCLL 0.0 • Rep Stress'nor NO WB 0.00 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 3-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=224/0-7-0,3=137/Mechanical,4=67/Mechanical Max Horz 1=108(LC 8) Max Uplift 1—58(LC 8),3=-119(LC 8),4=-15(LC 8) Max Gray 1=224(LC 1),3=142(LC 25),4=92(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 C;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 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. ♦♦♦1,1111 I J/f II��� 4)Refer to girder(s)for truss to truss connections. ♦ A, ,' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4 except(jt=lb) `♦♦`O PS 'qZ �i�� 3=119. `,�� •GENS ��i'. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • •' F�'•,�, 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)69 lb down and 42 lb up at 1-5.0, N O 39380 _ and 99 lb down and 93 lb up at 4-2-15 on top chord,and 2 lb down and 5 lb up at 1-5-0,and 22 lb down and 14 lb up at 4-2-15 on • bottom chord. The design/selection of such connection device(s)is the responsibility of others. :r ' /- 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). - *-- 7.'fl • E / LOAD CASE(S) Standard i � � 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 r'( `""`�►�` , •.�"(/: Uniform Loads(plf) ii-.'\ • •( , Vert:1-3=-54,4-5=-20 ', O R ‘C).•.0.• `. ConcentratedVe12 Loads 5(B)13=-2(B)14=-8(B) i/',�&/"11N A\,�```♦♦, Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 4 5 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design void for use orgywith MWTek®connectors.This design is based only upon parameters shown,and is for an individual buidng component,nod • a truss system.Before use,the building designer must verify the oppicabety of design parameters and property incorporate this design into the overall building design.tracing indicated is to prevent bucking of individuol truss web and/or chord members only.Additional temporary and permanent bradng MITek' Is oiways requited for stabtiiy and to prevent cotapse with possible personal injury and property damage.For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPlt Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ovoiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type City Ply Hanna Builders/Ebert/jk T8388582 J160125 J08 Jack-Partial Girder 4 1 Job Reference(optional) — Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:42:02 2016 Page 1 ID:9CDbXnsg7GlIrPVI1dNgJgzcbeS-OB_TdIdPZlaGe8_eZG7X_MPa37G6TSILOHS4JNzT8n3 I 4-11-0 I 9-10-1 1 4-11-0.. 4-11-0 Scale=1:30.1 4 il` 5.6612 16 3x4 3 15 IA • 3x4 2 14 Iiire 1 Ail I Y ;I =; 17 18 7 19 6 1.5x4 II 5 3x5 II 3x4 = -¢6 4-11-0 I 9-10-1 I O.Q.g 4-10-10 4-11-0 Plate Offsets(XX)— F1:0-2-0,0.1-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.10 6-7 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) 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 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 3-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=406/0-7-0,4=130/Mechanical,5=281/Mechanical Max Horz 1=189(LC 8) Max Upliftl=-131(LC 8),4=-106(LC 8),5=-148(LC 8) Max Gray 1=406(LC 1),4=130(LC 1),5=283(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-450/173,3-15=-446/165 BOT CHORD 1-17=-296/443,17-18=-296/443,7-18=-296/443,7-19=-296/443,6-19=296/443 WEBS 3-6=-505/337 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 C;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 ‘111111//ii •‘‘ // 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,♦%OS.A NS A. q i 't,�� 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 by2-0-0 wide will fit between the bottom chord and any other members. ,• •kNeO•\G E N S'z•"14/ •,� 4)Refer to girder(s)for truss to truss connections. % 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=131, No 39380 ---;--•• - 4=106,5=148. 6)"Smi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)69 lb down and 42 Ib up at 1-5-0, and 100 lb down and 94 lb up at 4-2-15,and 130 lb down and 140 lb up at 7-0-14 on top chord,and 2 lb down and 5 lb up at 1-5-0,and -10.: /• e" 22 lb down and 14 lb up at 4-2-15,and 47 lb down and 27 lb up at 7-0-14 on bottom chord. The design/selection of such connection .....„1V".� • .. ��s LOAD CASE(S) Standard e S/ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ////�N A;,,,♦♦♦ Uniform Loads(plf) Vert:1-4=-54,5-8=-20 Thomas A.Alban'PE No.39380 Concentrated Loads(Ib) MITek USA,Inc.FL Cert 6634 Vert:15=-5(B)16=-45(B)17=-2(B)18=-8(B)19=-34(B) 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 4NI 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overal budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stobitty and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage.derrvery,erection and bracing of trusses and truss systems,see ANSI/TPI7 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders/Ebert/jk T8388583 J160125 J09 Jack-Partial Girder 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,Ft. 7.640 s Sep 29 2015 MITek Industries,Inc.Thu Apr 07 10:42:03 2016 Page 1 ID:9CDbXnsg7GlIrPVI1dNgJgzcbeS-UOYsgeeIJLi7GIZr6 emXZxlgPcVCwKUdxCdspzT8n2 I 4-9-8 I 9-7-1 I 4-9-8 4-9-8 Scale=1:29.5 4 5.66 12 16 3x4 i 3 15 0. c 4 3x4 i °y 2 14 10.res 1 Aii - • 111 1.-Mil 17 18 7 19 6 1.5x4 II 5 3x5 II 3x4= 0-q-6 4-9-8 I 9-7-1 O.Q.g 4-9-2 4-9-8 Plate Offsets(X,Y)- [1:0-2-0,0-1-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 • Rep Stress Ina NO WB 0.24 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) 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 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 3-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=395/0-7-0,4=129/Mechanical,5=274/Mechanical Max Horz 1=184(LC 8) Max Uplift 1=-127(LC 8),4=-107(LC 8),5=-145(LC 8) Max Gray 1=395(LC 1),4=129(LC 1),5=277(LC 25) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-433/167,3-15=-421/159 BOT CHORD 1-17=-287/429,17-18=-287/429,7-18=-287/429,7-19=-287/429,6-19=287/429 WEBS 3-6=489/327 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 C;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 ,`111/1111//i,� 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , ,`S-^PS A. 'q<e,,i, 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 %% \v` fit between the bottom chord and any other members. `•%"'s••\G E Ns'•._574 4)Refer to girder(s)for truss to truss connections. •• F • 2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)1=127, , No 3938_ 0 4=107,5=145. _ �;"' 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)69 lb down and 42 lb up at 1-5-0, - * r and 100 lb down and 94 lb up at 4-2-15,and 130 lb down and 140 lb up at 7-0-14 on top chord,and 2 lb down and 5 l up at 1-5-0,and -o 22 lb down and 14 lb up at 4-2-15,and 47 lb down and 27 lb up at 7-0-14 on bottom chord. The design/selection of such connection 6 . E • . •11I' device(s)is the responsibility of others. i 0 "!►i'�4- • 1C/o. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �1. O R 10.- 'e Q• � „� 1)Dead LOAD CASE(S)Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,,ndard ���5`,5,�0 N A�1��0-`, Uniform Loads(plf) Vert:1-4=-54,5-8=-20 Thomas A.Albans PE No.39380 Concentrated Loads(Ib) MITek USA,Inc.FL Cert 6634 Vert:15=-5(F)16=-45(F)17=-2(F)18=-8(F)19=-34(F) 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 4 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Weld)connectors.This design is based only upon parameters shown.and is for an Individual building component,not NI a truss system.Before use,the building designer must verify the oppicabiity of design parameters and property Incorporate this design into the overall • building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fobdcation.storage,deavery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sdefy hdormatton available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders!Eked/jk T8388584 J160125 J10 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MITek Industries,Inc.Thu Apr 07 10:42:04 2016 Page 1 ID:9CDbXnsg7G11rPV11dNgJgzcbeS-ya6E2_H4eq_uS81gh9?3nUw2pxbxNfesbxBOFzT8n1 I 4-9-8 I 9-7-1 I 4-9-8 4-9-8 Scale=1:29.5 4 I 5.66 12 16 3x4 3 il 15 1 o 4 ih 2 3x4 i 4 2 14 1,10 1 q .. 1114111 .If o I. U ,/ pr, 17 18 7 19 6 1.5x4 II 5 3x5 II 3x4= OQ$ 4-9-8 I 9.7-1 p.d� 4-9-2 4-9-8 Plate Offsets(X,Y)— 11:0-2-0,0-1-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0• Rep Stress Ina NO WB 0.24 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) 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 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 3-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=390/0-7-0,4=125/Mechanical,5=265/Mechanical Max Horz 1=184(LC 21) Max Uplift1=-127(LC 8),4=-106(LC 8),5=-145(LC 8) Max Gray 1=390(LC 1),4=125(LC 1),5=271(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-421/167,3-15=-409/158 BOT CHORD 1-17a-287/421,17-18=-287/421,7-18=-287/421,7-19=-287/421,6-19=287/421 WEBS 3-6=480/327 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=4ft;Cat II; Exp C;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 ,��1,111111/ii.,t� 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •� /� I, 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 ..• r‘�PS q�e -,, fit between the bottom chord and any other members. ,�,``Z`O•\GEN$�•;94i/,ice 4)Refer to girder(s)for truss to truss connections. i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=127, I. 4=106,5=145. No 39380 -- 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used In the analysis and design of this truss. - 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)69 lb down and 42 lb up at 1-5-0, : : * ›...t.- and 100 lb down and 94 lb up at 4-2-15,and 123 lb down and 137 lb up at 7-0-14 on top chord,and 2 lb down and 5 lb up at 1-5-0,and •:.'O 22 lb down and 14 lb up at 4-2-15,and 45 lb down and 26 lb up at 7-0-14 on bottom chord. The design/selection of such connection t. w..••<-/./4_ . : device(s)is the responsibility of others. i 40.„-- _.....0.- �e 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 s •• ` 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ��i'/it.��N A�,�`• Uniform Loads(plf) Vert:1-4=-54,5-8=-20 Thomas A.Albanl PE No.39380 Concentrated Loads(Ib) MITek USA,Inc.FL Cert 6634 Vert:15=-5(F)16=-35(F)17=-2(F)18=8(F)19=-26(F) 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 4 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev-101032015 BEFORE USE Mu Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Irfotmatlon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders!Ebertljk 78388585 J160125 K01 Flat 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 a Sep 29 2015 MiTek Industries,Inc.Thu Apr'07 10:42:04 2016 Page 1 ID:9CDbXnsg7G 11rPV11 dNgJgzcbeS-ya6F2_ff4eq_uS81gh973nUrWpvZxMLesbxBOFzT8n1 I I 60-0 Scale=1:33.2 6x6= 3x8 II 1 5 2 J i 3 4 6x6 3x10 II I 60-0 I Plate Offsets(X,Y)- 11:0-3-0,0-4-0),13:0-3-0,0-4-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.08 3-4 >865 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.13 3-4 >539 180 BCLL 0.0* Rep Stress!nor NO WB 0.26 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.1 D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end ve)ticals. 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=945/Mechanical,3=945/Mechanical Max Horz 4=-225(LC 8) Max Uplift4=-597(LC 8),3=-597(LC 9) Max Gray 4=1060(LC 19),3=1158(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-700/792,2-3=-717/607 BOT CHORD 3-4=-330/340 WEBS 1-3=-278/278 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;8=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-10-4 zone;cantilever left and .1%U l l l iiia right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ��ss,,K S A. Atilt grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. _. <`Z`O••\C E N S+• e,92''' 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 by2-0-0 wide will •. g No 39380 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)4=597, — * 3=597. 7.,'t]. • ..a" 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �(' • • E kk- ; Job Truss Truss Type Qty Ply Hanna Builders IEbert/jk T8388586 J160125 K02 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonvile,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:42:05 2016 Pap 1 ID:9CDbXnsg7GlIrPVlldNgJgzcbeS-RmgcFJfiryyrVcjDEPgEC 18SDIFgtFn4FhkwizT8n0 001� 80-0 5-8-8 { 03 g 5x8= 6x6 11 Scale=1:40.2 1 g 2 Ila 1� 354= II 11 3x4= I N t 354= ,I/ Illi 3x4= 7 6 8 5 4 3 • 1.55433.-5� II 354 = 0-38 6-0-0 5-8-8 1 Plate Offsets(X,Y)-- 11:0-1-12,0-2-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.04 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.11 3-4 >650 180 BCLL 0.0' Rep Stress Incr YES WB 0.02 Horz(TL) -0.06 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight 62 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. OTHERS 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) 7=187/Mechanical,8=192/Mechanical Max Horz 7=-55(LC 10) Max Uplift7=105(LC 9),8=-108(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=101mph;TCDL=4.2psf,BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-5-4 to 3-5.4,Interior(1)3-5-4 to 5-6-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1.%1.1 ti„ 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 ,•"• -^ S A. '1, fit between the bottom chord and any other members. �i P A<B 'e • 5)Refer to girder(s)for truss to truss connections. O • •E N �� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt lb)7=105, ` '"se• ••�.�G `SF•'•2/ '- 8=108. No 39380 .— ' 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ." • * ..„.........}7:'.....'1 • 1.12r-* ..r, ' E ..d.,,,...-. ,..--,..„ . .. „Lots . , : . , .. , , • ','',i`�'�ONA�� os Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 I l A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIi.7473 rev.10/03/2015 BEFORE USE mit Design valid for use only with Wel*connectors.This design is based only upon parameters shown,and is for an Individual buiding component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall bulking design.Bracing indicated Is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage.delivery.erection and tracing of trusses and truss systems,see ANSIRPII QuMty Criteria,DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders!Ebert ljk T8388587 J160125 L01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MTek Industries,Inc.Thu Apr 07 10:42:06 2016 Page 1 ID:9CDbXnsg7G11rPVlldNgJgzrbeS-vyE_TfgwcG4h7mIQo6CT9CZEZcbrPHExJvQHS8zT8n? 10-7-0 1 4-0-0 I 73-07 11-1 9-3-0 11� 111-10 1 12-7-01 15-10 -0 I 19-10-0__ I 4-0-0 3-3-0 0-8-1 1-3-1 8-0 13-1 0-8-15 3-3-0 4.0.0 0-8-0 3x4= Scale=1:46.3 10 8 BB 12 38 • 39 Special NAILED 6 NAILED NAILED • 14 NAILED Special NAILED 40 � 4x4�;gig 4x4 �4x4= 3x4 = 3x8= " 4x4 = , 8.0012 3 7 r 13 M` NAILED 11,�r�I II�r1111 rE a i I I I a `�I:•1CL�I II��/�:'1 3x4 i 3x4�� 2 18 ni. I 19 9 ii 2 Ii Ili' illliiIl�Ill�1II' iii Il -' a 23 32 33 22 34 21 35 20 38 1‘.41 3x4= NAILED 3x4= NAILED NAILED NAILED 3x4= 3x5 11 3x5 II NAILED NAILED Special Special NAILED I 4-0-0 I 7-11-15 I 11-10-1 I 15-10-0 ( 19-10-0 I 4-0-0 3-11-15 3-10-3 3-11-15 4-0-0 Plate Offsets(X,Y)- (1:0-2-4,0-0-11),(10:0-2-0,Edge),[19:0-2-9,0-0-11) LOADING(ply() SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.10 21-22 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.15 21-22 >999 180 BCLL 0.0• Rep Stress!nor NO WB 0.23 Horz(TL) 0.06 19 n/a n/a BCDL 10.0 Code FBC2014(TP12007 (Matrix-M) Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing. WEBS 2x4 SP No.2 JOINTS 1 Brace at Jt(s):7,13 SLIDER Left 2x4 SP No.2 3-0-0,Right 2x4 SP No.2 3-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1219/0-5-8,19=1218/0-5-8 Max Horz 1—178(LC 6) Max Uplift 1=-734(LC 8),19=-733(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-764/467,2-3=1757/1140,3-4=-1450/981,45=1230/966,5-7=-1230/966, 7-9=-1671/1291,9-11=-1671/1291,11-13=-1671/1291,13-15=-1232/966, 15-16=-1232/966,16-17=-1450/981,17-18=1757/1140,18-19=-758/464,4-37=-301/136, 6-38=-289/163,14-39=295/163,16-40=309/146 BOT CHORD 1-23=-889/1466,23-32=1195/1917,32-33=1195/1917,22-33=-1195/1917, 22-34=1197/1891,21-34=1197/1891,21-35=1197/1891,35-36=1197/1891, 20-36=1197/1891,19-20=-857/1425 WEBS 3-23,,286/518,17-20=-287/517,7-23=-587/414,13-20=580/416 ,,%11111111/,,/ �� �•`� S A <e,, NOTES- ,� P A � 1 Unbalanced roof live loads have been considered for this design. .......44, �i 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=oft;Cat.II; %,,-, .'•\-' E N '• /' �. Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60. N O 39380 - plate grip DOL=1.60 r-- 3)Provide adequate drainage to prevent water ponding. 4)All plates are 1.5x4 MT20 unless otherwise indicated. = * 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F 'O 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 , E !,(/: fit between the bottom chord and any other members. 1. -"'a►�� _ . <L/ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=734, •i •,4 Q R .7.. ••• `,,`� 19=733. /� `� 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 'I SS/• • _. `%% 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11,,.,1111111.-- 10) N A,1+`t�� 10)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)242 lb down and 283 lb up at Thomas A.Albans PE No.39380 4-6-13,and 242 lb down and 283 lb up at 15-3-2 on top chord,and 91 lb down and 54 lb up at 4-4-10,and 91 lb down and 54 lb up at MITek USA,Inc.FL Cert 6634 15-4-10 on bottom chord.The design/selection of such connection device(s)is the responsibility of others. 6904 Parke East Blvd.Tampa FL 33610 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Date: April 7,2016 adtaillalelik64145Pandand r I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE(REFERENCE PAGE MII-7473 rev.101032015 BEFORE USE. Design void for use only with Meek®connectors.This design is based only upon parameters shown,and is for on individual buidlsg component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overot 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 possible personal Injury and property damage.For general guidance regarding the fabrication,storage.delivery,erection and bracing of husses and truss systems,see ANSI(TPI1 Qually Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders/Ebert/jk 78388587 J160125 L01 Hip Girder 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MTek Industries,Inc.Thu Apr 0710:42:06 2016 Page 2 ID:9CDbXnsg7G11rPV11dNgJgzcbeS-vyE TfgwcG4h7mIQo6CT9CZEZcbrPHExJvQHS8zT8n? 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=54,16-17=-54,17-19=-54,2428=20,4-10=-54,10-16=-54 Concentrated Loads(Ib) Vert:3=-61(F)17=61(F)23=-80(F)20=38(F)4=-115(F)10=-49(F)16=-115(F)22=-31(F)21=-31(F)32=-31(F)33=-31(F)34=-31(F)35=-31(F)36=-72(F)37=-49(F) 38=-49(F)39=-49(F)40=-49(F) • • 4 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/93/2015 BEFORE USE. till Design void for use only with Mirek®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 appicabaty of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the tobdcation,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36810 Job Truss Truss Type Qty Ply Hanna Builders/Ebert/jk T8388588 J160125 L02 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Thu Apr 07 10:42:07 2018 Page 1 ID:9CDbXnsg7Gl IrPVI I dNgJgzcbeS-N9oMg7hYNZCYIvtcLgjihPBRNOgp8kd4YZAr7azT8n_ I 5-1-4 I 9-11-0 I 14-B-12 I 19-10-0 I 5-1.4 4-9-12 4-9-12 5-1-4 4x4= Scale=1:45.4 4 8.00 FIT 18 12 19 1.5x4 1.5x4 i� 3 5 r 3x4*..:. 17 20 8 3x4 O 2 i t 114411111111111iiiii► 7 i1111.1.1 .1.=11111.11111111-74 Orli ICIOn 01141 ,8 3x6 II 3x8= 3x6 II I 9-11-0 I 19-10-0 I 9-11-0 9-11-0 Plate Offsets(X,Y)— I1:0-3-0,0-0-151,17:0-35,0-0-151 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.13 8-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.33 8-15 >724 180 BCLL 0.0 * Rep Stress Incr YES WB 0.22 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code F8C2014/TP12007 (Matrix-M) Weight:102 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins. BOT CHORD 2x4 SP No.2 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 3-0-0,Right 2x4 SP No.2 3-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=734/0-5-8,7=734/0-5-8 Max Horz 1=188(LC 11) Max Uplift1=264(LC 12),7=-264(LC 12) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-884/204,2-17=-937/411,3-17=-920/422,3-18=-799/353,4-18=-778/367, 4-19=-778/367,5-19=-799/353,5-20=-920/422,6-20=-937/411,6-7=-884/204 BOT CHORD 1-8=-2591789,7-8=-259/756 WEBS 4-8=223/621,5-8=-347/233,3-8=-347/233 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=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-11-0,Exterior(2)9-11-0 to `,1111I 111►//, 12-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ,,0 Ps A. A ii, shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,�� \�'` ....... &9 �i 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •$-1•••\"G s•• -T,/,�., 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 : •• V : •.• 2 • 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)1=264, N O 39380 -2=_, 7=264. — ' 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. k ...,..A ...•",;"0""'air.-- :.m,, �i�`�. .<•O R 1p•.,6%, •i,•tss,0NAl � 0" Thomas k Alban]PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 mem A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE ler Design valid for use only with Mitek®connectors.This design is based only upon parameters shown.and Is for an Individual building component,not o truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overoi building design.Bracing indicated Is to prevent bucking of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTekC Is always required for stobiity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/R11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Padre East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandna.VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders/Ebert/jk T8388589 J160125 L03 COMMON GIRDER 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Thu Apr 07 10:42:08 2018 Page���1 ID:9CDbXnsg7G1 IrPVI1 dNgJgzcbeS-rLMItLiA81KPM3RovXExEdfW2OB2t3ODnDvOwOzT8mz 1 2-8-6 1 5-1-4 1 7-6-2 1 9-11-0 1 12-3-14 1 14-8-12 1 17-1-10 1 19-10-0 1 2.8.6 2-4-14 2-4-14 2-4-14 2-4-14 2-4-14 2-4-14 2-8-6 4x10 II Scale=1:49.8 6 1 8.00 12 5 7 Ito. 4 8 1 I `� 3x5� 3x5 9 3 1 2� •�� I �i `10 /r�l�w,�r• .i \AI .i ��'w�X1111 !l�il��i- ii i1 ir.iiii Ii Ii .i !!!. Ii 27 28 29 30 31 32 33 ore re 8x6 II 18 17 16 15 14 13 12 34 HTU28 8x8= 5x5=HTU26 10x10= 5x5 = 8x8= HTU26 8x8 II NAILED P6 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 I 2-8-6 1 5-1-4 1 7-6-2 1 9-11-0 1 12-3-14 1 14-8-12 1 17-1-10 I 19-10-0 1 2-8-6 2-4-14 2-4-14 2414 2-4-14 2-4-14 2-4-14 2-8-6 Plate Offsets(X,Y)- [1:0-5-7,0-2-81,111:0-5-7,0-2-81,[12:0-5-8,0-1-81,[13:0-3-8,0-5-41,[15:0-5-0,0.6-01,[17:0-3-8,0-5.4),[18:0-5-8,0-1-8) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.13 16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.26 16 >900 180 BCLL 0.0 • Rep Stress Incr NO WB 0.77 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1D TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x8 SP No.1D BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. WEBS 2x4 SP No.2'Except* WEBS T-Brace: 2x4 SP No.2-6-15 6-15:2x4 SP No.1D Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"x3") OTHERS 2x4 SP No.2 nails,6in o.c.,with 3in minimum end distance. SLIDER Left 2x4 SP No.2 2-0-0,Right 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=4902/0-5-8,11=4848/0-5-8 Max Horz 1=183(LC 7) Max Uplift1=2058(LC 8),11=-1854(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3599/1563,2-3=-6649/2886,3-4=6038/2502,4-5=-5109/2106,5-6=4342/1823, 6-7=-4342/1823,7-8=5106/2061,8-9=-5794/2279,9-10=-5925/2306,10-11=3204/1247 BOT CHORD 1-18=-2262/5315,18-27=-2262/5315,17-27=-2262/5315,17-28=-1995/5035, 16.28=-1995/5035,16-29=-1575/4202,15-29=1575/4202,15-30=1538/4200, 30-31=-1538/4200,14-31=1538/4200,14-32=1805/4826,13-32=1805/4826, 1111111111 13-33=-1800/4739,12-33=1800/4739,11-12=1800/4739,11-34=1800/4739 ,��01 PS A• q,itit WEBS 6-15=-1906/4562,7-15=-1415!587,7-14=614/1644,8-14=-1129/480,8-13=1309/1117, •v 0\�'` �e Oji 9-12=-109/279,5-15=1419/675,5-16=-719/1651,4-16=1502/756,4-17=-728/1550, ���� ,•"�G E Ns•• "9/L• 3-17=-389/346,3-18=-566/897 \' �•••• , i •NOTES- No 39380 _� 1)Unbalanced roof live loads have been considered for this design. se 2)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 C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 'O: • X plate grip DOL=1.60 i..-• • EAl 3)All plates are 3x8 MT20 unless otherwise indicated. :-©-'r 4!►-� c .•.,1/� Z. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •*,- O R 1 n• •• � ,� 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 ,i� S , ••• •, •__\\C?,� rit 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)1=2058, i���/s;�N A`�,; Job Truss Truss Type Qty Ply Hanna Buiders/Ebert/jk 18388589 J160125 L03 COMMON GIRDER 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:42:08 2016 Pa 2 ID:9CDbXnsg7G11rPVI1dNgJgzcbeS-rLMItLIA8tKPM3RovXExEdfW2QB2t3ODnDvO zT8mz NOTES- 10)Fill all nail holes where hanger is in contact with lumber. 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 13)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:1-6=-54,6-11=54,19-23=-20 Concentrated Loads(Ib) Vert:12=720(B)18=-1681(B)21=148(B)27=720(B)28=-720(B)29=-720(B)30=720(B)31=-720(B)32=-720(B)33=720(B)34=-727(B) AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE Design void for use only with ANTek®connectors.This design is based only upon parameters shown,and Is for an individual!wilding component,not a truss system.Before use,the butding designer must verify the applicability of design parameters and property Incorporate this design into the overall building design.Bracing indicated Is to prevent bucking of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stabliity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabdcatlon,storage,deivery,erection and bracing of trusses and truss systems,see ANSIfIP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandna,VA 22314. Tampa.FL 38610 Job Truss Truss Type Qty Ply Hanna Builders/Ebert/jk T8388590 J160125 MO1 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc Thu Apr 0710:4209 2016 Page 1 ID:9CDbXnsg7GlIrPVlldNgJgzcbeSJXw75hiovBSG D07TEIAmgBewgXAcftN7tfx2TzT8my I 3-7-12 I 7-0-0 I 13-0-0 1 16-4-4 I 2070-0 3-7-12 3-4-4 6-0-0 3-4-4 3-7-12 Scale=1:40.d Special Special 5x5= 5x8= NAILED NAILED 4 19 20 21 22 5 a nn nn M 8.00 F1-2- 1.554 �� 1.5x4 �i 3 8 -, . •- I 3x4'� 3x4*� 7 2 8 i 1 ` 19 to 1 nn nn i . 2310 24 25 9 26 4x7 II 6x8= NAILED NAILED 6x6= 4x7 11 Special Special Special Special I 7-0-0 I 13-0-0 I 20-0-0 � I 7-0-0 6-0-0 Plate Offsets(X,Y)— [1:0-3.8,Edgel.[4:0-2-12,0-2-01,[5:0.5-12,0-2-01,[8:0-3-13,Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.13 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.24 9-10 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.17 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:108 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. 4-5:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 5-5-2 oc bracing. BOT CHORD 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 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 Installation guide. REACTIONS. (lb/size) 1=1705/0-5-8,8=1701/Mechanical Max Horz 1=133(LC 23) Max Uplift1=972(LC 8).8=-972(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=902/423,2-3=2531/1526,3-4=-2470/1538,4-19=2066/1348,19-20=-2066/1348, 20-21=2066/1348,21-22=-2066/1348,5-22=2066/1348,5-6=-2463/1537, 6-7=2524/1526,7-8=-904/425 BOT CHORD 1-23=1159/2017,10-23=1159/2017,10-24=1174/2059,24-25=1174/2059, 9-25=1174/2059,9-26=-1159/2012,8-26=1159/2012 WEBS 3-10=-282/312,4-10=312/771,5-9=-312/770,6-9=282/311 NOTES-1) ,,1111111/III •2)Wind:ASCE roof 10;Vult=l30mph s have(3 seconden lg gust)Vasddered for =101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; ,%�s design. �`4PS A• Ade i,,� Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ``�% 0••;GENS 9jL�ii plate grip DOL=1.60 . •"kse .**\ \' �•••.•� i 3)Provide adequate drainage to prevent water ponding. No• 3 9 3.8_01. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -A•— 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 Z : fit between the bottom chord and any other members. - _ . 6)Refer to girder(s)for truss to truss connections. ...•'17 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b)1=972, ��- • �, • f 8=972. ,o 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •t-.(\ 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. �j R �•••��`�� 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)379 lb down and 444 lb up at 4'i s ........ ••• • �� 173 lb up at 7-2-2,and 327-0-0,and 1 lb down and 211 lb up at 12-9-2,and 237 lb down and 173 lb up alb down and 444 lb up at 13-0-0 on top chord,and 246 lb down t 13-2-2 on bottom chord.4, )The design/selection of lb down and 211 lb up t '11‘j 1"11111111%1'1 1 t t AL 1�r,�,, such connection device(s)is the responsibility of others. Thomas A.Albans PE No.39380 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: April 7,2016 Continued on page 2 d 1111 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev.10/032015 BEFORE USE Design void for use only with MEek®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 opplicabidy of design parameters and property Incorporate this design Into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders l Ebertljk T8388590 J160125 M01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 MITek Industries,Inc.Thu Apr 07 10:42:09 2018 Page 2 I D:9C DbXn sg 7G 1 I rPV I 1 d NgJg zcbe S-J Xw75 hiov B SG_DO?TE IAmq BewgXAcf tN?tfx2TzT8my LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-5=-54,5-8=54,11-15=20 Concentrated Loads(Ib) Vert:4=-219(F)5=-215(F)10=321(F)9=-321(F)20=-114(F)21=-114(F)23=246(F)24=-69(F)25=-69(F)26=-237(F) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10W3/2015 BEFORE USE. Design valid for use only with ANTek®connectors.This design is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall bolding design.Bracing Indicated is to prevent bucking of Individual truss web and/or chord members only.Additional temporary and permanent tracing M iTek• is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication.storage,deivery,erection and bracing of trusses and truss systems,see ANSI(TPIT Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Irdonnalion available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandna,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders/Ebert/jk T8388591 J160125 M01A Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 Mirek Industries,Inc.Thu Apr 0710:42:10 2016 Page 1 ID:9CDbXnsg7GiIrPVlldNgJgzcbeS-nkTVI1jQgUa7cNbB1 yGPJ2kpIEtNL67WEXOVbvzT8mx I 3-7-12 I 7-0-0 I 13-0-0 I 16-4-4 I 20-0-0 I 3-7-12 3-4-4 6-0-0 3-4-4 3-7-12 Special Special Scale=1:40.3 5x5= 5x8= NAILED NAILED 4 19 20 21 22 5 g. nn nn M 8.00 I12 1.5x4"',1" 1.5x4�i 6 3 .. 3x4 .• �� 3x4 7 2 1' t B • mi. nn nn $ 24 25 9 26 kir 2310 NAILED NAILED 4x7 II 6x8= 6x6= 4x7 II Special Special Special Special I 7-0-0 I 13-0-0 I 20-0-0 I 7-0-0 6-0-0 7-0-0 Plate Offsets(X,V)— [1:0-3-8,Edge1,[4:0-2-12,0-2-01,[5:0-5-12,0-2-01,[8:0-3-13,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.13 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.24 9-10 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.17 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:108 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. 4-5:2x4 SP No.1D BOT CHORD Rigid ceiling directly applied or 5-5-2 oc bracing. BOT CHORD 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 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 Installation guide. REACTIONS. (lb/size) 1=1709/0.5-8,8=1709/0-5-8 Max Horz 1=133(LC 6) Max Uplift1=973(LC 8),8=-973(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-904/423,2-3=2538/1526,3-4=-2478/1538,4-19=2073/1348,19-20=-2073/1348, 20-21=-2073/1348,21-22=-2073/1348,5-22=-2073/1348,5-6=-2477/1537, 6-7=2538/1526,7-8=-909/425 BOT CHORD 1-23=-1159/2023,10-23=1159/2023,10-24=-1174/2071,24-25=1174/2071, 9-25=-1174/2071,9-26=1159/2023,8-26=1159/2023 WEBS 3-10=-282/313,4-10=312/774,5-9=-312/774,6-9=-282/311 NOTES- ``II111111//�... 1)Unbalanced roof live loads have been considered for this design. ,�f-^ cJ A- ��� 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=oft;Cat.II; ,� \V`P ....................................... q�e /�� Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 `,����,.•'('�E N S -9 ��� plate grip DOL=1.60 .�\• Fes'•• ?/ 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. N O 39380 -- 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)1=973, ^"0• • 8=973. • 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. � -�,� E (V�� 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MTek's ST-TOENAIL Detail. i� •� 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)379 lb down and 444 lb up at 7-0-0, 1� •'•z. 0 R 1 0•.-'0\• and 379 lb down and 444 lb up at 13-0-0 on top chord,and 246 lb down and 173 lb up at 6-9-14,321 lb down and 211 lb up at 7-2-2, ��j ss • '• �� and 321 lb down and 211 lb up at 12-9-2,and 246 lb down and 173 lb up at 13-2-2 on bottom chord. The design/selection of such 't,,/O N A� ���, connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Thomas A.Alban'PE No.39380 MTek USA,Inc.FL Cert 6634 LOAD CASE(B) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 Continued on page 2 r c AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITE/1 REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. illii• Design valid fa use only with MITeLe connectors.This design is bused only upon parameters shown.and is for an Individual building component.not 1 a tens system.Before use,the bung designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design.Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent colapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI(TPI1 Quality Criteria,DSB•89 and BCS!Building Component 6904 Parke East Blvd. Safety Infonnatbn available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexondna.VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders/Ebert/jk 18388591 J160125 MOIA Hip Girder 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:42:10 2016 Page 2 ID:9CDbXnsg7Gl lrPVl1 dNgJgzcbeS-nkTVI1jQgUa7cNbB1 yGPJ2kpfEtNL(37WEXOVbvzT8nlx LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-5=-54,5-8=54,11-15=-20 Concentrated Loads(Ib) Vert:4=-219(B)5=219(B)10=321(B)9=-321(B)20=-114(B)21=-114(B)23=-246(8)24=-69(B)25=-69(B)26=-246(B) • 4 _ I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. Design void for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicabilhty of design parameters and properly Incorporate this design into the overai bustling design.Bracing indicated B to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and properly damage.For general guidance regarding the fobricotlon.storage,delivery,erection and bracing of trusses and truss systems,see ANSUFPII Quality Criteria-DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders/Ebert ljk 18388592 J160125 M02 Hip 1 1 Job Reference(optional) . Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:42:11 2016 Paget ID:9CDbXnsg7G1 IrPVI1dNgJgzcbeS-Fw1 tWNk2Roi_DXANafnesFH8FdGg4ZIgTB827LzT8mw I 4-7-12 I 9-0-0 1 11-0-0 1 15-4-4 I 20-0-0 I 4-7-12 4-4-4 2-0-0 4-4-4 4-7-12 Scale=1:41.0 4x4= 4x7= 4 5 • 6.00 ,2 1.5x4�� 111 1.5x4 .i 6 1 4- 20 19 3x4 i 3x4 7 2 lifr1 8 l: Ii I- ,0 9 3x6 II 3x8= 3x4= 34 II I 9-0-0 1 11-0-0 1 20-0-0 I 9-0-0 2-0-0 9-0-0 Plate Offsets(X,Y)- [1:0-3-0,0-0-11],[5:0-5-4,0-2-01,[8:0-3-5,0-0-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefi Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.12 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.30 9-17 >795 180 BCLL 0.0 * Rep Stress Incr YES WB 0.18 HOrz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 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=740/0-5-8,8=740/Mechanical Max Horz 1=-171(LC 10) Max Uplift 1=-266(LC 12),8=-266(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-846/133,2-19=-932/448,3-19=-9061458,3-4=792/406,4-5=701/391, 5-6=-791/405,6-20=-906/458,7-20=-932/448,7-8=-851/135 BOT CHORD 1-10=309/803,9-10=123/596,8-9=301//75 WEBS 3-10=-322/226,4-10=-117/293,5-9=-99/291,6-9=-324/226 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 C;End.,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 11-0-0, `,,1111111►1il, Interior(1)15-5-12 to 20-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& ,�0% S A• /�, MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `%'O •P . �/0 3)Provide adequate drainage to prevent water ponding. ��,``� •"•\G E Ng,....'-:74,-'0 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ •• V •" / • 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will No 39380 _ 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)1=266, - * 8=266. -0 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. i .•G . E• ��lJ: i�-• dr.- 61 es •,�e#,`,• N Al 1%00 "iiiitlitThomas A.Alban)PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 4t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1011-7473II.7473 rev.10/03/2015 BEFORE USE _ • Design va5d for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an indlwduol bung component,not a muss system.Before use,the building designer must verify the appicabity of design parameters and property Incorporate this design into the overall building design.Bracing indicated Is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for 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 tens systems,see ANSI/011 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. I Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Henna Guiders I Ebert/jk T8388593 J160125 MO2A Hip 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.640 a Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:42:12 2016 Page 1 ID:9CDbXnsg7G1 IrPVl1 dNgJgzcbeS-k6b9jlhC6grrhlZ8NIt0TpJ91 cvpoYphrtcfozTBmv I 4-7-12 I 9-0-0 1 11-0-0 1 15-4-4 I 20-0-0 I 4-7-12 4-4-4 2-0-0 4-4-4 4-7-12 Scale=1:41.0 4x4= 4x7= 4 5 F;lir�1 e.00 I. 1.5x4•::".. 1.5x4 6 • 20 19 3x43x4 7 2 ifr 8 II 1- I, Ii ,0 9 3x6 I I 3x8= 354= 3x8 II I 9-0-0 I 11-0-0 I 20-0-0 I 9-0-0 2-0-0 9-0-0 Plate Offsets(X,Y)— 11:0-3-0,0-0-11),15:0-5-4,0-2-01,18:0-3-5,0-0-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.12 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.30 9-17 >795 180 BCLL 0.0 • Rep Stress Incr YES WB 0.18 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:115 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 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. (Ib/size) 1=740/0-5-8,8=740/0-5-8 Max Horz 1=171(LC 10) Max Upliftl=-266(LC 12),8=-266(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-846/133,2-19=-932/448,3-19=-906/458,34=792/406,4-5=-701/391, 5-6=-791/405,6-20=-906/458,7-20=-932/448,7-8=-851/135 BOT CHORD 1-10=-309/803,9-10=-123/596,8-9=301/775 WEBS 3-10=322/226,4-10=-117/293,5-9=99/291,6-9=324/226 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 C;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 11-0-0, X11111111// Interior(1)15-5-12 to 20-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& ,��`, S A, /I/,, MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��• `"'P• ' 4,00 ", 3)Provide adequate drainage to prevent water ponding. ` • *e``.` '"\G"ENS' X14 •• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V CCS"• 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 by2-0-0 wide will fit between the bottom chord and any other members. 9 No 3938__0 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt--Ib)1=266, _ •• 8=266. • 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7."0 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1.111-7473 rev.10103/2015 BEFORE USE. Ifit Design valid for use only with MEek®connectors.This design Is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall- building 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 possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI PI1 Quality Cdteda,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandrb,VA 22314. Tampa,Fl.36610 Job Truss 'Truss Type Qty Ply Hanna Builders/Ebert/jk T8388594 J160125 Moa Common 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:42:12 2016 Page 1 ID:9CDbXnsg7G11rPVI1 dNgJgzcbeS-k6bFplhC6grrhlZBNItOTpJcldBp_GphrtcfozT8mv I 5-1-12 I 10-0-0 I 14-10-4 I 20-0-0 I 5-1-12 4-10-4 4-10-4 5-1-12 5x5= Scale=1:45.7 4 iI 8.0012 19 20 1.5x4 11 1.5x4 // 3 5 i 18 3x4 i 3x42 IiiiiiLib.„21 R 9 22 23 8 3x4 = 3x4= 3x5 II 3x5 II I 6-0-0 I 10-0-0 I 14-0-0 I 20-0-0 I 6-0-0 4-0-0 4-0-0 6-0-0 Plate Offsets(X,Y)— 11:0-2-4,0.0-151,17:0-2-9,0-0-151 LOADING(psi) SPACING- 2-0-0 CSI. DEFL, in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.16 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.32 8-9 >756 180 BCLL 0.0 * Rep Stress Incr YES WB 0.26 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:106 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4.4 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=740/0-5-8,7=740/Mechanical Max Horz 1=189(LC 11) Max Uplift1=266(LC 12),7=-266(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-468/167,2-18=-989/401,3-18=-971/413,3-19=1078/498,4-19=-1058/518, 4-20=1058/518,5-20=1078/498,5-21=971/413,6-21=-989/401,6-7=-468/167 BOT CHORD 1-9=-250/901,9-22=-81/581,22-23=-81/581,8-23=-81/581,7-8=250/785 WEBS 4-8=-228/531,5-8=-320/244,4-9=228/531,3-9=-320/244 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=4ft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-0-0,Exterior(2)10-0-0 to ` 0111111/ 13-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions `,�� PS A ,41,4',- „• , shown;Lumber DOL=1.60 plate grip DOL=1.60 e 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ♦♦♦,,e-1..•,G•E Nd'..../4/�i� 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 ♦ •' V F •• / fit between the bottom chord and any other members,with BCDL=10.0psf. N O 39380 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)1=266, sw 7=266. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. -'9 '• , E •/L• .0,,,��SS4- OR `°• �` ,% Its,BONA` os% Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Weak®connectors.This design isindividual only upon parameters shown,and is for on 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 6 to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSIRPI1 Quality CrIteia,D5B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Aiexandrio VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Hanna Builders/Ebert/jk 76388595 J160125 MO3A Common 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Apr 07 10:42:13 2016 Page 1 ID:9CDbXnsg7G1IrPVI1dNgJgzcbeS-CJ9ex3mJzPyTrKmi4g6xgMUMRzNYRWzwVd9BEzT8mu I 5-1-12 I 10-0-0 I 14-10-4 I 20-0-0 I 5-1-12 4-10-4 4-10-4 5-1-12 5x5= Scale=1:45.7 4 8.00 IW A / 1 18 3x4�i 3x4•::,,2 6 1 0 t1 =4 9 22 23 8 Er 3x4 = 3x4= 3x5 II 3x5 II I 6-0-0 I 14-0-0 I 20-0-0 I 6-0-0 8-0-0 . 8-0-0 Plate Offsets(X,Y)- 11:0-2-4,0-0-151,(7:0-2-9,0-0-151 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.16 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.32 8-9 >756 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.26 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-4 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=740/0-5-8,7=740/0-5-8 Max Horz 1=189(LC 10) Max Uplift1=266(LC 12),7=-266(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-468/167,2-18=989/401,3-18=-971/413,3-19=1078/498,4-19=1058/518, 4-20=-1058/518,5-20=-1078/498,5-21=-971/413,6-21=-989/401,6-7=-468/167 • BOT CHORD 1-9=250/901,9-22=-81/581,22-23=-81/581,8-23=-81/581,7-8=-250/785 WEBS 4-8=-228/531,5-8=-320/244,4-9=228/531,3-9=-320/244 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=lft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-0-0,Exterior(2)10-0-0 to `,��11111111ii� 13-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions •% s A ii, shown;Lumber DOL=1.60 plate grip DOL=1.60 ,•%%00 ....... q4e�e,�, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. E 1� 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 ``'' .'�\, G SFS'•2/ .• fit between the bottom chord and any other members,with BCDL=10.Opsf. I O 3938__0 5)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at'oint s except 't=lb 1=266, PP joint(s) (1- ) •--' 7=266. � r , 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. - * r" :jLJ• Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 7,2016 1N _ I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE T Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent cotopse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Mil Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Irdormatton avotable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexardna,VA 22314. 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JACKSONVILLE FLORIDA 32256 904-268-8225 Doma Sizer1M @ 2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: J160125-HANNA BUILDERS-EBERT MemberlD: BM1 Usage: BEAM Repetitive Incr: Yes Max Deflection: LL=1J480 TL=U360 3 1/2" 5 1/2' -565psi 565psi I 23'3"(22'10 1/2"Clear) I 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 Area(psf) 55.0 40.0 100% 0 0' 23'3" 12"o.c.Base Uniform Load(Spcg Sen) 1 Partial(plf) FP 130.0 70.3 125% 0 1' 20'10 7/8" G01 2 Concentrated(lbs) 471.0 254.6 125% 0 0' E04 3 Concentrated(lbs) 499.0 269.7 125% 0 22' E03 4 Concentrated(lbs) BP 2881.9 1414.4 100% 0 1'6 1/4" From member'BM4',Brg 2-BM4 Concentrated(lbs) BP 495.3 495.3 125% 0 1'6 1/4" From member'BM4',Brg 2-BM4 5 Partial(plf) 135.0 0.0 90% 0 1'4" 21' 9'WALL 6 Concentrated(lbs) 553.0 298.9 125% 0 1'9" J08 FROM UPPER ROOF 7 Concentrated(lbs) 173.0 93.5 125% 0 2'6 7/16" J01 FROM UPPER ROOF 8 Concentrated(lbs) 224.0 121.1 125% 0 4'6 7/16" J02 FROM UPPER ROOF 9 Concentrated(lbs) 288.0 155.7 125% 0 6'6 7/16" J03 FROM UPPER ROOF 10 Partial(plf) 178.5 96.5 125% 0 7'6 1/8" 14'8" J05 FROM UPPER ROOF 11 Concentrated(lbs) 288.0 155.7 125% 0 15 8" J03 FROM UPPER ROOF 12 Concentrated(lbs) 224.0 121.1 125% 0 17'8" J02 FROM UPPER ROOF 13 Concentrated(lbs) 173.0 93.5 125% 0 19'8" J01 FROM UPPER ROOF 14 Concentrated(lbs) 553.0 298.9 125% 0 20'8 13/16" J08 FROM UPPER ROOF Uniform(plf) 27.72 0 0' 23'3" 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 9319 5947 Max 100% 1787 558 Max 125% 2529 1919 Min Reaction 7535 5822 Min 100% 465 465 Min 125% 2066 1887 DL Reaction 5004 3471 Min Bearing 2.78" 1.82" [Based on bearing stress below] Brg Stress(psi) 565 565 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 5872 1 0'1 3/4" 21 19950 100% 0.29 M(ft-lbs) 33329 1 11'7" 71 106125 125% 0.31 LtRn(lbs) 8240 0 0' 71 10382 0.79 See Note 5 RtRn(lbs) 5390 0 23'3" 41 16314 0.33 See Note 5 LLDefI(") 0.16 1 11'7" 71 0.58 L/1755 TLDefI(") 0.47 1 11'7" 71 0.78 L/596 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 1/2"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). Specified attachment is from each side. 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.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.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. MANNING BUILDING SUPPLIES JOHN KNIGHT 4/7/2016 11:24 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma Sizer""©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: J160125-HANNA BUILDERS-EBERT MemberlD: BM1 6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Design assumes a 4%increase in bending stress for repetitive member use. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.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%) 12.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 4/7/2016 11:24 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma SizerTM 02011-2015 BlueLinx Corporation Version:16.0.0.1 Project: J160125-HANNA BUILDERS-EBERT MemberlD: BM2 Usage: BEAM Max Deflection: LL=L1480 TL=U360 3 1/2" 1_15 1/2" -565psi U 565psi I 19'3" 0'f 3(4" LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=15.0 psf 11 Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info Area(psf) 55.0 40.0 100% 0 0' 19'9 3/4" 12"o.c.Base Uniform Load(Spcg Sen) 1 Partial(plf) FP 184.5 99.7 125% 0 0' 6'3 3/4" CO2 2 Concentrated(lbs) FP 1220.0 659.5 125% 0 6'9" CO3 3 Concentrated(lbs) FP 1220.0 659.5 125% 0 12'10" CO3 4 Partial(plf) FP 184.5 99.7 125% 0 13'3 3/4" 19'9 3/4" CO2 5 Partial(plf) 135.0 0.0 90% 0 0' 19'9 3/4" 9'WALL 6 Concentrated(lbs) 553.0 298.9 125% 0 0'1" J08 FROM UPPER ROOF 7 Concentrated(lbs) 173.0 93.5 125% 0 1' J01 FROM UPPER ROOF 8 Concentrated(lbs) 224.0 121.1 125% 0 3' J02 FROM UPPER ROOF 9 Concentrated(lbs) 288.0 155.7 125% 0 5' J03 FROM UPPER ROOF 10 Partial(plf) 178.5 96.5 125% 0 5 11 7/8" 13'5 13/16" J05 FROM UPPER ROOF 11 Concentrated(lbs) 288.0 155.7 125% 0 14'513/16" J03 FROM UPPER ROOF 12 Concentrated(lbs) 224.0 121.1 125% 0 16'513/16" J02 FROM UPPER ROOF 13 Concentrated(lbs) 173.0 93.5 125% 0 18'2 13/16" J01 FROM UPPER ROOF 14 Concentrated(lbs) 553.0 298.9 125% 0 19'6 9/16" J08 FROM UPPER ROOF Uniform(plf) 18.48 0 0' 19'9 3/4" 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. LOAD PATTERNS (*=span loaded) 1 2 1 * 2 * 3 * SUPPORTS (lbs) 1 2 Max Reaction 6233 6521 Max 100% 385 408 Max 125% 2288 2376 Min Reaction 3554 3737 Min 100% 0 23 Min 125% -5 360 DL Reaction 3560 3737 Min Bearing 2.96" 3.09" [Based on bearing stress below] Brg Stress(psi) 565 565 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 4603 1 19'0 1/4" 41 16625 125% 0.28 M(ft-lbs) 26677 1 9'7" 42 68030 125% 0.39 LtRn(lbs) 5848 0 0' 42 6921 0.84 See Note 6 IntRn(lbs) 6113 0 19'3" 41 10876 0.56 See Note 6 LLDefl(") 0.15 1 9'7" 42 0.48 L/1546 TLDefl(") 0.39 1 9'7" 42 0.64 U597 LLDefl(") -0.01 2 0'6 3/4" 42 0.20 2U-969 TLDefl(") -0.04 2 0'6 3/4" 42 0.20 2U-374 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 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. MANNING BUILDING SUPPLIES JOHN KNIGHT 4/7/2016 11:24 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma SizerT'"©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: J160125-HANNA BUILDERS-EBERT MemberlD: BM2 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4.Analysis valid for dry-use only(less than 16%moisture content). 5.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 6.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. 7.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress):support material capacity shall be verified(by others). 8.When required by the building code,a registered design professional or building official should verify the input loads and product application. 9.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Allowable upward deflection for cantilever is the greater of 0.20"or the cantilever span(inches)multiplied by 2 and divided by the factor shown in Max Deflection(located above beam drawing). 12.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%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 417/2016 11:24 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma Sizer'"'©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: J160125-HANNA BUILDERS•EBERT MemberlD: BM3 Usage: BEAM Max Deflection: LL=L1480 TL=L/360 7 5/8" 5 1/2" 565psi -565psi 9'2 7/8"(8'8 5/16"Clear) I 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) FP 103.5 82.8 125% 0 0' 9'2 7/8" H04 2 Partial(plf) BP 236.0 171.6 100% 0 0' 7'10" F08 3 Concentrated(lbs) BP 2765.0 2010.9 100% 0 9' F09 4 Uniform(plf) 135.0 0.0 90% 0 0' 9'2 7/8" 9'WALL 5 Partial(plf) 127.5 102.0 125% 0 0' 5'4 3/4" J04 FROM UPPER ROOF 6 Concentrated(lbs) 224.0 179.2 125% 0 5'10" J02 FROM UPPER ROOF 7 Concentrated(lbs) 173.0 138.4 125% 0 7'10" J01 FROM UPPER ROOF 8 Concentrated(lbs) 387.0 309.6 125% 0 8'9" J06 FROM UPPER ROOF Uniform(plf) 18.48 0 0' 9'2 7/8" 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 2940 5520 Max 100% 827 2529 Max 125% 876 1067 Min Reaction 1238 1924 Min 100% 827 2529 Min 125% 876 1067 DL Reaction 1238 1924 Min Bearing 1.50" 2.34" [Based on bearing stress below] Brg Stress(psi) 565 565 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 1554 1 9'01/8" 21 13300 100% 0.12 M(ft-lbs) 4891 1 4'7 15/16" 21 54424 100% 0.09 LtRn(lbs) 2515 0 0' 71 15078 0.17 See Note 5 RtRn(lbs) 4621 0 9'2 7/8" 71 10876 0.42 See Note 5 LLDefI(") 0.01 1 4'7 15/16" 71 0.23 U10961 TLDefl(") 0.02 1 4'7 15/16" 71 0.31 L/5624 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 3 112"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.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.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. 6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.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%) 11.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 4/7/2016 11:24 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma Sizer m©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: J160125-HANNA BUILDERS•EBERT MemberlD: BM4 Usage: BEAM Max Deflection: LL=U480 TL=U360 7 5/8" 3" -565psi 6' 11/16"(6'3 3/8"Clear) 630p si 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 Area(psf) 55.0 40.0 100% 0 0' 6'8 11/16" 12"o.c.Base Uniform Load(Spcg Sen) 1 Uniform(plf) FP 523.5 380.7 100% 0 0' 6'8 11/16" F06 2 Uniform(plf) 135.0 0.0 90% 0 0' 6'8 11/16" 9'WALL 3 Concentrated(lbs) 1787.0 965.9 125% 0 0' NO1 FROM UPPER ROOF 4 Concentrated(lbs) 288.0 155.7 125% 0 2' J03 FROM UPPER ROOF 5 Concentrated(lbs) 224.0 121.1 125% 0 4' J02 FROM UPPER ROOF 6 Concentrated(lbs) 173.0 93.5 125% 0 6' J01 FROM UPPER ROOF 7 Concentrated(lbs) 543.0 293.5 125% 0 6'8 11/16" J09 FROM UPPER ROOF Uniform(plf) 18.48 0 0' 6'8 11/16" 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 4560 3377 Max 100% 1414 1414 Max 125% 1134 495 Min Reaction 2011 1468 Min 100% 1414 1414 Min 125% 1134 495 DL Reaction 2011 1468 Min Bearing 1.98" 1.50" [Based on bearing stress below] Brg Stress(psi) 565 630 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 1239 1 6'7 3/16" 21 13300 100% 0.09 M(ft-lbs) 4436 1 3'5 1/2" 21 54424 100% 0.08 LtRn(lbs) 3922 0 0' 71 15078 0.26 See Note 5 RtRn(Ibs) 2900 0 6'8 11/16" 71 6615 0.44 See Note 5 LLDefI(") 0.00 1 3'5 1/2" 21 0.17 U19463 TLDefI(") 0.01 1 3'5 1/2" 21 0.22 U10418 • 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.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.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. 6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.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%) 11.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 4r112016 11:24 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma SizerTu©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: J160125-HANNA BUILDERS-EBERT MemberlD: BM5 Usage: BEAM Max Deflection: LL=U480 TL=1J360 5 1/2" I5 1/2" -565psi 565psi 4'6" p 111 LOADS I 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 Partial(plf) 529.5 385.1 100% 0 0' 4'6" F01 2 Concentrated(lbs) 3945.2 385.0 100% 0 4'11 1/4" From member'BM2',Brg 1-BM2 Concentrated(lbs) 2287.6 2287.6 125% 0 4'11 1/4" From member'BM2',Brg 1-BM2 3 Concentrated(lbs) 227.0 122.7 125% 0 5'5" C04 4 Partial(plf) 135.0 0.0 90% 0 0' 5'1" 9'WALL 5 Concentrated(lbs) 288.0 155.7 125% 0 0' J03 FROM UPPER ROOF 6 Concentrated(lbs) 224.0 121.1 125% 0 1'9" J02 FROM UPPER ROOF 7 Concentrated(lbs) 173.0 93.5 125% 0 3'9" J01 FROM UPPER ROOF 8 Concentrated(lbs) 543.0 293.5 125% 0 4'8" J09 FROM UPPER ROOF Uniform(plf) 14.78 0 0' 5'5" Self Weight If"Applied To"is 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. LOAD PATTERNS (*=span loaded) 1 2 1 2 * 3 * SUPPORTS (lbs) 1 2 Max Reaction 1599 9534 Max 100% 867 1289 Max 125% 245 3087 Min Reaction 192 5282 Min 100% -37 0 Min 125% -258 125 DL Reaction 487 5158 Min Bearing 1.50" 4.27" [Based on bearing stress below) Brg Stress(psi) 565 565 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 1771 2 0'2 3/4" 41 13300 125% 0.13 M(ft-lbs) 2886 1 4'6" 41 45525 125% 0.06 LtRn(lbs) 1354 0 0' -21 10876 0.12 See Note 6 IntRn(lbs) 8440 0 4'6" 71 10876 0.78 See Note 6 LLDefI(") 0.00 1 2'3" -21 0.11 L/36310 TLDefI(") 0.00 1 2'3" 43 0.15 L/-40858 LLDefI(") 0.00 2 0'11" 43 0.05 2L/16755 TLDefI(") 0.00 2 0'11" 43 0.06 2L/9193 USE: onCENTER LVL 2.0E 1 3/4"x 16"2 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). 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 laterally supported @24"o.c. 3.Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4.Analysis valid for dry-use only(less than 16%moisture content). 5.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 6.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. MANNING BUILDING SUPPLIES JOHN KNIGHT 4/7/2016 11:24 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma Sizer1M©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: J160125-HANNA BUILDERS-EBERT MemberlD: BM5 7.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 8.When required by the building code,a registered design professional or building official should verify the input loads and product application. 9.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Allowable upward deflection for cantilever is the greater of 0.20"or the cantilever span(inches)multiplied by 2 and divided by the factor shown in Max Deflection(located above beam drawing). 12.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%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). MANNING BUILDING SUPPLIES JOHN KNIGHT 4/7/2016 11:24 AM 11155 PHILIPS PARKWAY DR.E. JACKSONVILLE FLORIDA 32256 904-268-8225 Doma SizerTM©2011-2015 BlueLinx Corporation Version:16.0.0.1 Project: J160125-HANNA BUILDERS-EBERT MemberlD: BM6 Usage: BEAM Max Deflection: LL=L/480 TL=U360 31/2" 3.. -630psi p I 8'4"(8'0 3/4"Clear) 630P si 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 Area(psf) 55.0 40.0 100% 0 0' 8'4" 16"o.c.Base Uniform Load(Spcg Sen) 1 Uniform(plf) 136.0 0.0 90% 0 0' 8'4" 9'WALL 2 Concentrated(lbs) 173.0 93.5 125% 0 0'9 1/2" J01 FROM UPPER ROOF 3 Concentrated(lbs) 224.0 121.1 125% 0 2'9 1/2" J02 FROM UPPER ROOF 4 Concentrated(lbs) 1265.0 683.8 125% 0 3'7" L01 FROM UPPER ROOF 5 Concentrated(lbs) 824.0 445.4 125% 0 5'7" L02 FROM UPPER ROOF 6 Concentrated(lbs) 4848.0 2620.5 125% 0 7'10" L03 FROM UPPER ROOF Uniform(plf) 18.48 0 0' 8'4" Self Weight If"Applied To"is 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 2539 6694 Max 100% 222 222 Max 125% 859 3105 Min Reaction 1457 3366 Min 100% 222 222 Min 125% 859 3105 DL Reaction 1457 3366 Min Bearing 1.50" 2.93" [Based on bearing stress below) I Brg Stress(psi) 630 630 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 2864 1 8'21/2" 41 16625 125% 0.17 M(ft-lbs) 6522 1 3 8 1/16" 41 68030 125% 0.10 LtRn(lbs) 2316 0 0' 41 7718 0.30 See Note 5 RtRn(lbs) 6472 0 8'4" 41 6615 0.98 See Note 5 LLDefI(") 0.01 1 4'2 1/8" 41 0.21 L/13649 TLDefI(") 0.02 1 4'21/8" 41 0.28 L/5678 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.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.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. 6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.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%) 11.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). I