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1989 ATLANTIC BEACH DR - TRUSSES uric 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: 10006T0 - Anastasia MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa, FL 33610-4115 Customer Info: Toll Brothers Project Name: Model: Anastasia Lot/Block: 056 Subdivision: Atlantic Beach Address: 1889 Atlantic Beach Dr City: n/a State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 86 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 T8663521 CJO1 5/19/016 18 T8663538 F05 5/19/016 12 1T8663522 ICJ12 15/19/01619 IT8663539 F06 5/19/016 3 T8663523 1 CJ22 15/19/016'20 T8663540 1 F07 5/19/016 14 I T8663524 1 EJ01 15/19/016121 (T8663541 I F08 15/19/016 15 118663525 EJ04 5/19/016122 T8663542 F09 5/19/016 16 118663526 EJ06 5/19/016 23 T8663543 FG01 5/19/016 17 T8663527 I EJ07 5/19/016 24 I T8663544 I FG02 15/19/0161 8 T8663528 I EJ11 (5/19/016 25 T8663545 FG03 5/19/016 19 1T8663529 1 EJ12 5/19/016126 I T8663546 1 FG04 15/19/0161 10 T8663530 EJ 14 5/19/016 27 T8663547 IFG05 5/19/016 111 118663531 1 EJ 15 5/19/016128 118663548 I FG06 15/19/0161 112 118663532 1EJ22 5/19/016129 118663549 1 FT01 15/19/0161 113 I T8663533 I EJ26 5/19/016130 I T8663550 I FT02 15/19/0161 114 118663534 1F01 5/19/016 31. I T8663551 1 FT03 15/19/0161 15 T8663535 F02 5/19/016 32 ,18663552 1 P01 5/19/016 16 T8663536 F03 5/19/016133 T8663553 1P02 5/19/0161 117 118663537 1F04 5/19/016134 118663554 1P03 15/19/016 II The truss drawing(s)referenced above have been prepared by MiTek /�O`', A ,��., Industries,Inc.under my direct supervision based on the parameters • ' p ' ' S? '',, • q provided by Building Component Supply. • ?' •E N`S • - 4'�.% Truss Design Engineer's Name: Albani, Thomas = No *9380 My license renewal date for the state of Florida is February 28.2017. IMPORTANT NOTE:Truss Engineer's responsibility is solely for �',•,• •(• STATE OF :•LU design of individual trusses based upon design parameters shown ;;,�; ,off t•��Z on referenced truss drawings. Parameters have not been verified ',�t'`S,• 0 R o•.• as appropriate for any use. Any location identification specified is Ali tS'/ONAL. t?os• for file reference only and has not been used in preparing design. � Millito` Suitability of truss designs for any particular building is the Thomas A.AbanIPENo.39380 responsibility of the building designer, not the Truss Engineer, MITekUSA,Inc.FLCert6634 6904 Parke East Blvd.Tampa FL 33610 per ANSI/TPI-1, Chapter 2. Date: May 19,2016 Albani,Thomas 1 of 2 rr .. BCS nUILDING COMPONENT SUPPLY, I's.:. 4627 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529. 1 406 BEARING HEIGHTS 9'- 1 1 /81 SECOND FLOOR LAYOUT I/////1 10'- 1 1 /8" S CALE: 3/ 1 6H = 1 '011 C� . //3/ 20' - 7" 1,#/ ////, 20' - 3" THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and `� floor system and for the overall 1_': structure. The design of the truss J } $ support structure including headers, a°'°°+ beams,walls, and columns is the ,?----"4"Al :aee— responsibility of the building designer. Fo eneral dance ding l bracing, consult)"Bracing ofrWood �� tO090 Trusses"available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. ' Refer to truss layout and engineering documents that arrive with delivered —�°°3 8 Truss Connector Total List field trusses. Ila 24,00: I.3 Marmot Product Qty Unless noted otherwise, all beams are USP JUS24 1 1„ 0° USP MSH422 2 by others. � � USP THD262 3 REVISION DATE �1 team THD46 15 CHECKED BY 00/00/1 5 1 iUSP THDH26.3 1 I asset USP THDH28-3 1 USP TH.H7214 1 TOLL al zaroo CLIENT iii1=-000Roof Truss Connector List BROTHERS 11I nil - Manu) Product Qty1 SUBDIVISION ATLANTIC BEACH �� 10000 HERITAGE I 2400 Products MODEL ANASTASIA IN =.,:,a, PIotlD Length Product Plies Net Qty 1.0•42 FB01 22-10-00 1-314'x 16'VERSA-LAM®2.0 3100 SP 4 4 \ ELEVATION SHINGLE DRAWN BY LOT # RAS DATE FIRST FLOOR LAYOUT 056 ❑5/12/2016 I III SCALE: 3/ 1 6 = 1 O REF 1 ❑006 AMMO\ I241040 OFFICE COPY : �� , V� E 1E E E 6 '^ & aa6n • 14 • ru E7VI EJOMT 6.6,E t 1 , 11 I CUHWM m RAMP ,41 24600 40000 , 100600 241600 241,40 1.0600 } ,". ,,,,,,4'," it 111-1146 .��r�y.�iu�:„/u>e�!�,,,r,,,.rvr ,rte,y;4 , „ „u ,., ''.� � \r 1�Ser i , „I, ; Iar , •.26 0 a E t E E E E@ .4+46 """ �« ,v j tom •.,,,,. 'n" 24000 LIM �•-- _ FOS 1411. 41911411111! • I : ' -: = --- - E . , 50646 1==— 11111 , , 1 „ , i r , :., i , \\\\ I i .mei •, ,,-,,,....--- --- - ---...-- ,, . 1, If I ., ''-k!. j 24000 pa v CEILING I rEw :4600 ` .. .. .A. ' 44600 ii �� PCE 11N0 I -- _-- -. i I \ 1 24440 ma 1 " " 0 77 i _ I, !!! 1, ; �� 7 70.1140 RE: 10006T0 - Anastasia Site Information: Customer Info: Toll Brothers Project Name: Model: Anastasia Lot/Block: 056 Subdivision: Atlantic Beach Address: 1889 Atlantic Beach Dr City: n/a State: FL No. Seal# 'Truss Name Date No. I Seal# Truss Name Date 35 ,T8663555 1 PO4 5/19/016178 1T8663598 T39 5/19/016 36 1 T8663556 1P05 5/19/016179 118663599 T40 15/19/016 I 37 1T8663557 1P06 5/19/016180 1T8663600 T41 1 5/19/016 1 38 118663558 1P07 5/19/016181 118663601 V01 1 5/19/016 1 39 118663559 P08 5/19/016182 I T8663602 V02 15/19/0161 40 T8663560 T01 5/19/016 83 T8663603 V03 5/19/016 41 118663561 T02 5/19/016184 118663604 VO4 1 5/19/0161 42 118663562 T03 5/19/016185 118663605 V05 1 5/19/016 1 43 118663563 T04 5/19/016186 1T8663606 V06 1 5/19/016 1 44 118663564 T05 5/19/0161 45 118663565 T06 5/19/016 I 46 118663566 T07 5/19/0161 47 T8663567 T08 5/19/016 J 48 T8663568 T09 5/19/016 49 T8663569 T10 5/19/016 50 118663570 T11 5/19/016 51 118663571 T12 5/19/016 52 178663572 T13 5/19/016 OFFICE COPY 53 118663573 T14 5/19/016 I 54 118663574 T15 5/19/016 55 118663575 T16 5/19/016 56 T8663576 T17 5/19/016 57 T8663577 T18 5/19/016 58 T8663578 T19 5/19/016 59 T8663579 T20 5/19/016 60 T8663580 T21 5/19/016 61 T8663581 T22 5/19/016 62 T8663582 T23 5/19/016 63 T8663583 T24 5/19/016 64 T8663584 T25 5/19/016 65 T8663585 T26 5/19/016 66 T8663586 T27 5/19/016 67 T8663587 T28 5/19/016 68 T8663588 T29 5/19/016 69 T8663589 130 5/19/016 70 T8663590 T31 5/19/016 71 T8663591 T32 5/19/016 72 T8663592 T33 5/19/016 73 T8663593 T34 5/19/0161 74 T8663594 T35 5/19/016 75 T8663595 T36 5/19/016 76 T8663596 T37 5/19/016 77 T8663597 T38 1 5/19/016 2 of 2 Job Truss Truss Type Qty Ply Anastasia T8663521 10006T0 ICJO1 Jack-Open 1 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 Mask Industries,Inc. Thu May 19 11:49:29 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN---HxUTuKNpuh?Scb?gzBloHyhXFfuJhLrlJrdOOzExta 1-10-15 1-10-15 4.95!12 Scale=1:17.1 2 ��Ili 2x4 II 00111111111111111111111 n N N -I (1/ 4 3 3x4 'I 1-10-15 1.10-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 2 n/a Na BCDL 10.0 Code FBC2014/TP12007 L Matrix-MS Weight:8 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=70/0-7-0,2=51/Mechanical,3=19/Mechanical Max Horz 4=86(LC 12) Max Uplift 4=-1(LC 8),2=-57(LC 12),3.26(LC 12) Max Gray 4=73(LC 19),2=56(LC 17),3=39(LC 10) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25fh B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left 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. ,%%1111111/,I 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2,3. ``,,0tskixs A• A/I,II, •, O .......... •e.9 /i0 No 39380 : =-o• ,7,.- .•- = ' • :11I: •• �`� � V0, 0R1 . ,-„ $SS IIINAL �••- •,. Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 i 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/032015 BEFORE USE. pill Design valid for use only with Ml1okD connectors.this design Is based only upon p traneters shown,and Is tor an Ur dlvkkal building component,not ! a truss system.Before use,the bulking designer runt verity the as plicapilty of design parameters and properly incorporate this design Into the overall balding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and perrrr hent bracing MiTek• Is always required rot stabllty and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the fabrication storage-delivery,erection and bracing of trusses and truss systems.SeeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Inns Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty ;Ply Anastasia T8663522 10006T0 CJ12 1JACK-OPEN 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:29 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-_HxUTuKNpuh?Scb?gzBloHyhjFcTJelrlJrdOOzExta 2-9-3 1 2-9-3 Scale=1:13.6 2x4 3 4.95 12 2 , ,1' to 3x4 1 ri ' 111111111 111Niiimmil....._ .1. ^ N c INIMIIIIIM___Irk � 6 2x4 I .4116.11111. 5 4 5x6= I 2-7-5 i-9-? 2-7-5 0-1-14 Plate Offsets(X,Y)-- [2:0-3-4,0-0-41,[5:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress her YES WB 0.23 Horz(TL) 0.04 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-291/Mechanical,4=-317/Mechanical,5=812/0-5-8 Max Horz 5=68(LC 12) Max Uplift 3=-291(LC 1),4.317(LC 1),5=-296(LC 12) Max Gray 3=88(LC 12),4=103(LC 8),5=812(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-421/773 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;8=45ft;L=24ft;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever left exposed;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,.01111111/111. will fit between the bottom chord and any other members. 1kS A �, 4)Refer to girder(s)for truss to truss connections. ss OW . Ade 4P'0 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,,%�� •••�- E N S;•. 4/4,°.� 3=291,4=317,5=296. ♦ •• �. F•••, �o No 39380 •i .p0--r r.' '44. iiiiiiiiiiivo Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MI. Design valid for use only with Milekconnectors.This design is based only upon rxxaneters shown,and Is for an indivkkual holding component,not a truss system.Before use.the bullring designer must verify the applicability 01 design txzameters and properly incorporate this design into the overall balding design. Bracing Indicated Is to prevent buckling of lndNkdual 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 Blvd. East e E Parkat fabrication,storage.storage,delivery,erectionand bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 690469 P.Parke F33610at Safely a information valble from luras Plate Institute.218 N.lee Street.Suite 312.Ndrt exana,VA 22314. Job Truss Truss Type Oty Ply 1 Anastasia 1 T9663523 10006T0 CJ22 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:30 2016 Page 1 ID:7xKpuve208uyNcSgCO3Yn4zHeSN-TTVsgEL?aBps4lABEhi_LVVInf_n18b?.zbAwSzExtZ 2-9-3 2-9-3 Scale=1:13.6 2 4.95112 2x4 3 2x4 11 0-3-8. 2-9-3 0-3.8 2-5-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loe) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress[nor YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=102/0-4-15,2=72/Mechanical,3=30/Mechanical Max Horz 4=68(LC 12) Max Uplift 4=-38(LC 12),2=-54(LC 12),3=-34(LC 12) Max Gray 4=102(LC 1),2=72(LC 1),3=49(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever left exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ,11111111/ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. ,,,``S% PS A. q�6)A�',, 4.10 No 39380 61•� 0RkO• ' �. Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8•7473 rev.1003/2015 BEFORE USE. 1, 141 Design valid for use only with Mi'eke)connectors.This design is based only upon rxuorneters shown.and Is for an individual bolding component,not a truss system.Before use.the building designer must verify the apt 4k ablity of design parameters arid 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 IMiTek" is always required for stabllly and to prevent collapse wtth post Die personal Injury and properly damage. For general gokic nce regarding the fabrication,storage.delvery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Iaformalon a wilable from Inas Plate Insltute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.Fl. 33610 —_- Job TTruss Truss Type Qty Ply Anastasia ' TB663524 10006T0 ;EJ01 1Jack-Open 12 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:30 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-TTVsgE L?aBps4lABEhi_LWsxf?d 18b?_zbAwSzExtZ 1-4-12 ' - -- 1-4-12 7.00 11 2 Scale=1:17.3 2 w 1 II 2x4 1 , 1 I71; d' ^ N ►� `� 1 hill 4 3 3x4 11 1-4-12 1-4-12 i LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid ! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 1 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.00 4 >999 180 BCLL 0.0 • Rep Stress Ina YES WB 0.00 Horz(TL) -0.02 2 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=50/0-5-8,2=36/Mechanical,3=13/Mechanical Max Horz 4=87(LC 12) Max Uplift 4=-30(LC 10),2=62(LC 12),3=-43(LC 12) Max Gray 4=79(LC 12),2=57(LC 17),3=49(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left 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. ,1111111l11,� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. ``,,,r,`A KS A. . -t 1,,, .` O '• 'E'N .1 ', ,fid`••\-\G SF •••• . -, No 39380 ••; _ ,� .::: '�'f�.S• _ O R 0.;'G1.�• % Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 mit � l A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design Valid for use only with Mlfekr,connectors.This design Is based only urxrn parameters shown,and Is for cn Individual al b ulding component,not a truss system.Before use.the building designer must verify the op plk:atlity of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of IndNklu l taus web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and tracing of tnuses and tnus systems,seeANSI/lPll Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Bid. • Safety Information available from Buss Plate institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 J Job Truss Truss Type Qty Ply Anastasia T8663525 10006T0 EJ04 Jack-Closed 8 1 I Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:31 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-xg3EuaMdLVxjivtNoODDti23?2M Rmb?8CdKkSuzExtY i 3-6-0 I 3-6-0 2x4 i I Scale=1:23.3 3 1 Too[12 2 pp 3x4 1 40 ti 1E21 �/ 5 6 4 2x4 II 3x4= 360 3-6-0 Plate Offsets(X,Y)-- (1:0-1-12,0-1-8],(5:0-1.8,0-1-8] - — ---T— LOADING(psf) SPACING- 2-0-0 I CSI. 1 DEFL. in (loc) Vdetl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 I Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 IVert(TL) -0.01 5-6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.05 IHorz(TL) -0.00 5 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=123/0-5-8,5=135/Mechanical Max Horz 6=136(LC 12) Max Uplift 5=-123(LC 12) Max Gray 6=123(LC 1),5=169(LC 17) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0ps1;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1111111 4)Refer to girder(s)for truss to truss connections. ,��0-A S A ,gilt, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(0=1b) 0N OW. `v P ASB l4 5=123. •� �O ••G E N g$.•••...1. �'I .. No 39380 . * • 4.11111111111r— ... ..... .... • , . • • ..e..... , , __a, .. .. Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 4 1 Q WARNING-Varity duIgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 ray.10/03/2015 BEFORE USE. id- Design valid for use only with MITeka connectors.this design Is based only upon Fxtrornekxs shown,and 1s for an Individual txtlding component,not a truss system.Before use,the building designer must verify the applicability al design parameters and t xoperly incorporate this design Into the overall b ulcNng 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 Yyuy and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn truss Plate Institute-218 N.lee Street,Suite 312,Alexandria,VA 72314. Tampa.FL 33610 Job Truss I Truss Type I Qty I Ply Anastasia T8663526 10006T0 IEJ06 Jack-Open 6 1 1 I I J Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:31 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-xg3EuaMdLVxjivl NoODDti2t82DnmbreCdKkSuzExtY 6-0-0 6-0-0 Scale=1:31.4 2 1 1 7.00112 6 5 9 2x4 IIn 1 J i �I fi , ►�� ►1 4 3 5x10 MT2OHS II 6-0-0 I 6-0-0 I ------------------ LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 I Vert(LL) 0.12 3-4 >578 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 j Vert(TL) -0.20 3-4 >349 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress lncr YES I WB 0.00 Horz(TL) 0.30 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=232/0-5-8,2=162/Mechanical,3=69/Mechanical Max Horz 4=196(LC 12) Max Uplift 2=-140(LC 12),3=-13(LC 12) Max Gray 4=232(LC 1),2=183(LC 17),3=112(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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3.1-12 to 5-11-4 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 111111 5)Refer to girder(s)for truss to truss connections. `�0% S A- ,,.4. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=Ib) ,`S OP 44 I�, 2=140. ��,Z•�.•.GENS• ,14, • ••\- F , •.• • No 39380 /—yt. • - _ ..41.1:: : .5T E :la .. .. ....e, ._7-. ;— n • . :' ee1/ /O N A • C�`s• � Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE lip-7473 rev.10032015 BEFORE USE. • Design valid for use only with!villein,connectors.This design is bused only upon parameters shown,and Is for an IndMdual bulking component,not a truss system.Before use,the bulling 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 Indivklual truss web and/or chord members only.Addtkrxi temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal Ir3iy and property damage. For general guidance regarding the East e Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1Pl1 Quality Criteria.DSB-89 and BCSt Building Component Tampa.6904 ParkrkEst Solely Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Anastasia T8663527ii 1000610 EJ07 Jack-Open j5 1 Job Reference(optional) Building Component Supply, Jacksonville.FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:32 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-Pscc5vNG6p3aJ3KaL5kSQwaDFShvVuMHRH4H?LzExtX 6-0-0 6-0-0 Scale=1:31.4 3 7.00 12 3x4 2 10 th 9 • 3x41 1 'h 1 r. 7 6 4x6 2x4 11 immommomi ►_. 6 54 2x4 I I 3x4= 3-4-0 3-B-12 6-0-0 - 3-4.0 0-2-12 2-5-4 Plate Offsets(X,Y)-- 11:0-1-12,0-1-81,12:0-1-12,0-1-81,15:Edge,0-1-81,16:0-2-8,0-1-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.01 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.62 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 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, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=39/Mechanical,6=546/0-5-8,5=-120/Mechanical Max Horz 6=163(LC 12) Max Uplift 3=-29(LC 12),6.93(LC 12),5=-135(LC 18) Max Gray 3=44(LC 17),6=546(LC 1),5=67(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 6-7=-521/414,2-7=-457/263 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opst h=25ft;B=45ft;L=24ft;eave=4ft;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 5-11-4 zone;cantilever left exposed;end vertical left 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. ,%01111111/$1 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 S A. will fit between the bottom chord and any other members. `� MP q� 4j 4)Refer to girder(s)for truss to truss connections. `NL ''G•E N B4/4, 9 '• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,6 except(jt=lb) � 0 � S • L � 5=135. • i • No 39380 _* • ee1i4/O N A \--00. Thomas A.Albani PE No.39380 Mak USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE Mt!7473 rev.10103/2015 BEFORE USE. Design volki for use only with Mllek0 connectors.This design Is based only upon parameters shown,and is for an Incaviclual bolding component,not a truss system.Before use.the building designer must verity the applicability of design Ixraneters 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 taming ! MiRek• Is always required for stability and to prevent collapse with possbie personal InKzy and properly damage. tot general guidance regarding the krtxicatio n,storage,delivery,election and bracing 01 trusses and truss systems.seeANSI/TPI1 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 33610 Job Truss Truss Type Qty Ply Anastasia T8663528 10006T0 IEJ11 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:32 2016 Page 1 I D:7xKpuve208uyNcSgCO3Yn4zHeSN-Pscc5vNG6p3aJ3KaL5kSOwaGVSi KV 1 f HRH4H?LzExtX 2-0.0 2-0-0 Scale=1:13.8 3 7.00 12 2x4 i 2 3x4 O • (V immiLml I 62x4 II 5 4 3x4 1-8-10 :2001 1-8-10 Plate Offsets(X,Y)-- [1:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.00 5 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.03 Horz(TL) -0.01 3 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, SOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-32/Mechanical,4=-49/Mechanical,5=228/0-7-12 Max Horz 5=69(LC 12) Max Uplift 3=-37(LC 18),4=-52(LC 18),5=-35(LC 8) Max Gray 3=15(LC 10),4=20(LC 10),5=228(LC 1) 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=241t;eave=oft;Cat. II;Exp C;End.,GCp1=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,`,,� ��', 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5. �pON- A• A4 1i � s'•,q •, • No 39380 • -0' - • s r. -• T. • o- �• ALJ Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10W3/2015 BEFORE USE. Design valid for use only with Mttekd 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 hrorrxrroto this design Into the overall tabling design. Bracing Indicated Is to prevent buckling of Indtviducl truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always re:piked for stability and to prevent collapse with possble personal Injury and properly damage. For general griciance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avalkt ie from truss Plate Institute,218 N.Lee Street,Suite 312,Atexandrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T8663529 10006T0 EJ12 Jack-Open 1 1 Job Reference(optional) _ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:33 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-t2A?JFOut6BRxDvmvpFhy77QJs2REULRgxpgXnzExtW 2-0-0 2-0-0 Scale=1:13.8 2 7.0012 1� 2x4 II 0 N 1 4 3 2x4 II 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 • Rep Stress'nor YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Weight:7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 4=74/0-5-8,2=52/Mechanical,3=22/Mechanical Max Horz 4=69(LC 12) Max Uplift 2=-48(LC 12),3=-8(LC 12) Max Gray 4=74(LC 1),2=60(LC 17),3=36(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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=4it;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ,�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. ,`•%t A PS A lit . • S .-* • B,9 viii No 39.380 • • 1111l Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 WARNWO-Verify dafgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10M03/2016 BEFORE USE. Design valkl for use only with Mitek®connectors.This design k based only upon Ixaameters shown.and Is for cn hdMdrxal building component.not a truss system.Before use,the txAcfng designer roust verify the applicability of design pcxameters a d 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 brackxg MiTek Is always required for stability and to prevent collcpse with possble personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection mid txackrg of trusses and taus systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety IMormalon available from hues Plate Institute,218 N.lee Street,Suite 312-Alexandra.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty !Ply Anastasia T8663530 10006T0 EJ14 Jack-Closed 112 I 1 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:33 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-t2A?J FOut6BRxDvmvpFhy77PVs2vE UjRgxpgXnzExtW 3-6-0 3-6-0 Scale=1:18.2 2x4 II 3 2 7.00 FiF . 3x4‹, 1 a I— 41 = 0 1/ 5 �I 3x5= 6 4 2x4 II 3-6-0 I 3-6-0 Plate Offsets(X,Y)-- 11:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=123/0-5-8,5=135/Mechanical Max Horz 6=104(LC 12) Max Uplift 5=-84(LC 12) Max Gray 6=123(LC 1),5=152(LC 17) 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=5.Opsf;BCDL=5.0psf;h=25th B=45ft;L=24th eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left 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. 0011111/fit 4 Refer to (s) truss truss ons. 5)Provide mechranicalrc connection(byothers) truss to bearingplate capable of withstanding100 lb uplift at joint(s)5. %.•00".........A• A .i• ,�� ) P P S• .^I i No 39380 (4I1 •' Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 1 0 WARNING-Verify alas gn paramafars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111.7473 rev.10ro312016 BEFORE USE. Design valid for use only with tvelekiin connectors.Alts design Is based only upon Ixraneters shown,and is for an i ndlvkhraI building component.not MI ' a truss system.Before use,the building designer must verify the appllcablity of design parameters and pxopedy incorporate this dosl{ln into the overall tiding design. Bracing Indicated Is to prevent buckling of I ndivkkxi truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always requited for stabllty and to prevent collapse with possible personal k*.jy and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PtI Qualty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from lass Plate institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type !Qty Ply Anastasia T8663531 10006T0 EJ15 Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:34 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-LFkNW bOWeQJIZNUyTW nwVLgUyGK5zxaaubZ03DzExtV 5-4-12 5.4-12 Scale:112=1' 2 a1 7.00 12 6 5a 2x4 II a mit mom a 4 3 3x4= 5-4-12 5-4-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lora) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.05 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.11 3-4 >570 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.07 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:18 lb FT=20% -------------- LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=20810-5-8,2=143/Mechanical,3=64/Mechanical Max Horz 4=149(LC 12) Max Uplift 2=-111(LC 12) Max Gray 4=208(LC 1),2=157(LC 17),3=100(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=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-4-0 zone;end vertical left 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. ,,1111111///// / 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) =*PS 4,//t♦ 2=111. .•• .• ♦♦i • No 39380 • • yt e„ • • ie.,: •• • ♦♦i FS ,O•� R I C)••r�� • Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek€connectors.this design is based only upon parameters shown.and Is for an IrrdMNckal building component.not . a truss system.Before use,the txiidng designer must verily the applicability of design pararreters and properly incorporate this design into the overall txldng design. Bracing Indicated is to prevent buckling of Incllvktud truss web and/or chord members only.Additional temporary and permanent bracing MiTek ''. Is always required for stabilty aid to prevent collapse with parable personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of tnrsses and truss systems.seeANSI/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,Pjexandrta VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T8663532 10006T0 EJ22 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:34 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-LFkN W bO W eQJIZN UyTW nwVLgbOGOczxaaubZO3DzExtV 2-0-0 2-0-0 Scale=1:13.8 7.00 112 2 2x4 II 10 • N N •O 1 ,�� 4 2x4 I 3 0-3- 2.0.0 la�l 1-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=74/0-3-8,2=52/Mechanical,3=22/Mechanical Max Horz 4=69(LC 12) Max Uplift 4=-14(LC 8),2—50(LC 12),3=-32(LC 12) Max Gray 4=74(LC 1),2=59(LC 17),3=36(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=5.Opst;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4fh Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ,�tt11111Igg 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. •�Ps A � ' •`, • G ENS e,92��, <�0 No 39380 •i =b: • .1- • • S 40 N A „tit Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 0 WARNING-Verify design paranwters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mff-7473 rev.10113/2015 BEFORE USE. Design valkl for use only with MilokN,connectors.This design is breed only upon parameters shown,and Is for as individual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulding design. Ikackig Indicated Is to prevent heckling of Individual truss web aril/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent colkane with possible personal Irnkay and properly damage. For general guidax:e regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI1 Quality Crit rla,DS8-99 and BCSI Building Component Safety Information avdlable from truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss 'Truss Type Qty Ply Anastasia T8663533 10006T0 EJ26 Jack-Open 7 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:35 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-pRl IjxP8PkR9BX391 EI92YCcegcPiOgk7FlxbfzExtU 6-0-0 6-0-0 Scale=1:25.3 • 2 7.00 12 6 9 5 v e 3x4 I' oimn ,I MI 4 ►� 4x5= 3 6-0-0 3• 5-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.20 3-4 >341 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.16 3-4 >443 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.10 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=232/0-3-8,2=160/Mechanical,3=72/Mechanical Max Horz 4=163(LC 12) Max Uplift 4=-82(LC 12),2=-130(LC 12),3=-73(LC 12) Max Gray 4=232(LC 1),2=169(LC 17),3=111(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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3.1-12,Interior(1)3-1-12 to 5-11-4 zone;cantilever left exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.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. .00111181,1,_ 4)Refer to girder(s)for truss to truss connections. ,,�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3 except(jt=1b) % MPS A. �• q71 2=130. ••, ,jo••\GENS•••1,ji'• No 39380 • • - t Thomas A.Nbanl PE No.39380 MITek USA,Inc.FL CBR 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 I t Q WARNING-Verify design param.t rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10W3r2016 BEFORE USE. Design valid toy use only with Milek5:connectors.nils design is bused only upon parameters shown.and Is for on Individual building component,not a truss system.Before use,the txriding designer must verity the(44:4k:441ty of design parameters and properly hcort xxate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual Buss web and/or chord members only.Additional ternixxary and permanent bracing MiTek' Is always required for stability and to prevent coli xe with possible personal Injury and property damage. for general gukionce regarding the fabrication,storage,delivery.erection and tracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,D5B-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Inns Plate institute.218 N.tee Street Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type f bty Ply Anastasia T8663534 10006T0 F01 Floor 1 i 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:35 2016 Page 1 ID:7xKpuve208uyNcSgCO3Yn4zHeSN-pRIIjxP8PkR9BX391 EI92YCXYgYwiAyk7FlxbfzExtU 0-1-8 f I F 1-3.0 -i I 1.7-4 10-7-8 1-4-12 I Scale=1:24.5 Special Special 5x6= Special Special I.5x3= 4x6= 3x4= 1.5x3 3x4= 3x6= 4x6= 5x6= 1 2 Special 3 Special 4 5 Special 6 7 8 • v e • ie d ;' 191 e' sy/LN\Ne e e 16 15 14 13 12 11 10 9 4x6= 5x6= 4x6= 1.5x3 Il 3x4= 3x4= 4x6= 5x6= 3x4 I I 10-4-4 14-7-8 I - 10-4-4 I 4.3.4 - Plate Offsets(X,Y)-- f1:Edge,0-1-81,(3:0-1-8,Edge),113:0-1-8,Edge),116:0-2-8,Edge),117:Ed0,0-1-81 I — 7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (hoc) Vdefl Ltd I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL) -0.13 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.40 12-13 >435 240 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.07 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:80 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, BOT CHORD 2x4 SP SS(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=1592/0-3-8,9=1241/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-1589/0,8-9=-1236/0,1-2=-1554/0,2-3=-3644/0,3-4=-4450/0,4-5=-4450/0,5-6=-4114/0,6-7=-3530/0, 7-8=-1277/0 BOT CHORD 15-16=0/2926,14-15=0/4450,13.14=0/4450,12-13=0/4573,11-12=0/3530,10-11=0/2411 WEBS 6-11=-884/0,1-16=0/2001,2-16=-1908/0,2-15=0/999,3-15=-1156/0,6-12=0/777,5-12=-678/0,5-13=-433/166, 8-10=0/1700,7-10=-1577/0,7-11=0/1430 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verity that they are correct for the intended use of this truss. ,x+1111 11f1jg4 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. `�,`� S A, /it' Strongbacks to be attached to walls at their outer ends or restrained by other means. ``S rA`i* q40 /'e 5)CAUTION,Do not erect truss backwards. �� ••'GEN • �� 6)Special hangers)or other connection devices)shall be provided starting at 0-3-4 from the lett end to 10-4-4 sufficient to connect �� ,••\•• S ••2j °O truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. No 39380 LOAD CASE(S) Standard 0. 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 • ,• Uniform Loads(plf) -7.-p; • Vert:9-17=-10,1-6=-224,6-8=-100 • • • 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 70-13-•". f�" �:40 4 Uniform Loads(plf) ...-..ti, , Vert:9-17=-10,1-6=-224,6-8=-100 i:, '•% 0 R \0. •r, 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 a ss�........c' `• Uniform Loads Vert:9(117,-10,1.4=-224,4-6=-144,6-8=-20 ,,114111111%0`,, 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Thomas A.Alban(PE No.39380 Uniform Loads(plf) MITek USA,Inc.FL Cert 6634 Vert:9-17=-10,1-3=-144,3-6=-224,6-8=-100 6904 Parke East Blvd.Tampa FL 33610 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Date: May 19,2016 -- A WARNING-Verily design parentalers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIf-7473 rev.10/03,2015 BEFORE USE. le 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 bulking designer rnust verity the applicability of design parameters and properly incorporate Vas design Into the overall buidng design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional ternrxra ry and permanent bracing Mitek' Is always required lot stability and to prevent collapse with possble personal lillury and properly damage. Fa general guidance regarding the ' fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. -- I Safety Information available from truss Rale institute.218 N.Lee Street,Suite 312,FJexandrkl,VA 22314. Tampa.FL 33610 1 Job Truss :Truss Type Qty Ply Anastasia T8663534. 10006TO F01 i Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:36 2016 Page 2 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-Hds7xHQmA1 ZOogeLaxpOamli H3t9RdCtMv2U86zExtT LOAD CASE(S) Standard Uniform Loads(plf) Vert:9-17=-10,1-4=-224,4-6=-144,6-8=-20 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-17=-10,1-3=-144,3-6=-224,6-8=-100 ► WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.101056015 BEFORE USE. Design valid for use only with MfTekm connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the bulidhg designer roust verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of lndIvkdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possble personal hluty and property damage. For general guidance regarding the fabrication storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcldrle from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type YP ]Oty ,Ply Anastasia T8663535 1000610 I F02 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:36 2016 Page 1 I D:7xKpuve208u yNcSgCO3Yn4zHeSN-Hds7xHOmAI ZOogeLaxpOamljo3reRditMv2U86zExtT 0-1-8 1-3-0 H _ • I 1-7-4 { �0-7_B_, 1-4-12 { - Scale=1:24.5 4x6= Special 1.5x3= 4x6= 3x4= 1.5x3 I 3x4- 3x6= 4x6= 6x8= 1 2 3 4 5 6 7 8 v • • • • X18 7\7/ i --17 Z NZJI. ' v _ _ . . . . _ • . 6 e 16 15 14 13 12 11 10 9 3x4= 4x6= 4x6= 1.5x3 II 3x4= 3x4= 5x6= 5x6= 3x4 II 10-4-4 14-7-8 I 10-4-4 i 4-3-4 Plate Offsets(X,Y)-- I1:Edge,0-1-8),13:0-1-8,Edge],17:0-2-12,Edge],18:0-3-0,Edgel,110:0-2-8,Edge],113:0-1-8,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.24 12-13 >725 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.37 12-13 >465 240 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:80 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, BOT CHORD 2x4 SP SS(flal) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=1029/0-3-8,9=1394/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-1031/0,8-9=-1390/0,1-2=-1047/0,2-3=-2622/0,3-4=-3473/0,4-5=-3473/0,5-6=-4008/0,6-7=-4000/0, 7-8=-1456/0 BOT CHORD 15-16=0/1950,14-15=0/3473,13-14=0/3473,12-13=0/3865,11-12=0/4000,10-11=0/2748 WEBS 6-11=-1018/0,1-16=0/1351,2-16=-1255/0,2-15=0/935,3-15=-1215/0,3-14=0/404,5-12=-151/339,5-13=-982/59, 4-13=-47/539,8-10=0/1939,7-10=-1796/0,7-11=0/1600 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,1 1 1 1 1 1, 14 4)CAUTION,Do t erect LOAD CASE(S) Standard 1) truss backwards. `,%SSOtA PS• A. q�e e�0,, 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ��s k�•••�,�C E N S�•1Zj•°. Uniform Loads(plf) ::: Veil:9-17=-10,1-8=-100 � No 39.380 Concentrated Loads(Ib) "* Vert:6=-848 �-o: __---- . • 1� ; ,i�4,;9�n N A� �C�%� Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 ' 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.1010312015 BEFORE USE. � Design valid for use oNy with h+tilekbased connectors./his design Is only upoparameters rameters shown,and Is for an Individual building component,not , a truss system.Before use,the bulking designer must verify the applicablity of design parameters and properly incorporate Bels design Into the overall bolding design. Bracing Indicated Is to prevent budding or IndNkdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' B always required for sialblty and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and Inns systems,seeANSI/lPtt Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Bird. Soley Information available horn truss Plate Institute.218 N.tee Street,Suite 312,Alexa dlia,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Anastasia T8663536 ;1000670 F03 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:37 2016 Page 1 I D:7xKpuve208uyNcSgCG3Yn4zHeSN-lgQV8dROxLitQgCX8fKd7zHukTB1 A3f 1 bZn2gYzExtS 0.1.8 H I 1-3-0 I I 7-7.4 1i_____10-7-8 1-4-12 H Scale=1:24.5 Special 456= Special Special 1.553= 4x6= 3x4= 1.553 i 3x4= 3x6= 4x6= 6x8= 1 2 3 4 5 6 7 Special 8 • • o Z—\ w — U i18 9 i 4 -i • • 7 • • • -• 1 r: f� 16 15 14 13 12 11 10 9 3x4= 4x6= 4x6= 1.553 II 3x4= 3x4= 44= 6x8_ 3x4 I I 10-4-4 14-7-8 10-4-4 4-3-4 Plate Offsets(X,Y)-- (1:Edge,0-1-81,13:0-1-8,Edge),f8:0-3-0,Edge),f13:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.12 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.43 12-13 >404 240 BCLL 0.0 Rep Stress Ina NO WB 1.00 Horz(TL) 0.06 9 n/a Na BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:80 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purtins, BOT CHORD 2x4 SP 55(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=1024/0-3.8,9=1639/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-1026/0,8.9.1634/0,1-2=-1042/0,2-3=-2607/0,3-4=-3450/0,4-5=-3450/0,5-6=-3974/0,6-7=-3962/0, 7.8=-1583/0 BOT CHORD 15-16=0/1940,14.15=0/3450,13-14=0/3450,12-13=0/3837,11-12=0/3962,10.11=0/2992 WEBS 6.11=-792/0,1-16=0/1344,2-16=-1249/0,2-15=0/928,3-15=-1205/0,3-14=0/400,5-12=0/331,5-13=-971/0, 4-13=0/533,8-10=0/2107,7-10=-1959/0,7-11=0/1239 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. `♦ ,,, 11 A.1I,, �� 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. r,� I� Strongbacks to be attached to walls at their outer ends or restrained by other means. S .kP q( ,j 5)CAUTION,Do not erect truss backwards. ♦‘• 0 • B �1,�i 6)Special hanger(s)or other connection device(s)shall be provided starting at 12-6-0 from the left end to 14-6-0 sufficient to connect ♦♦k�,••\,�C'E IV S�`•' ,e��• truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. i No 39380 - LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) 11111r— :7 Vert:9-17=-10,1-6=-100,6-8=-224 '73 - �►' �� Concentrated Loads(Ib) -Cr.r Vert:6=-575 �i�.,(t 0 c••\_1♦♦� 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 " O R.1‘....Uniform LoadsVert:9-17=-10,) 1-6=-100,6-8=-224 ,et''s`S.O N AEC.�`�♦ Concentrated Loads(Ib) "111111111%x' Vert:6=-575 Thomas A.Albanl PE No.39380 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 MITek USA,Inc.FL Cert 6634 Uniform Loads(plf) Vert:9-17=-10,1-4=-100,4-6=-20,6-8=-144 6904 Parke East Blvd. — Tampa FL 33610 Date: May 19,2016 wit 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MUTEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiiekT,connectors.Ibis design Is based only upon parameters shown.and Is for an hdMdud building component,not a truss system.Before use,the biking designer must verify the aril ilcablIty of design pararneters and properly Incorporate this design Into the overall building design. Wacklg Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Maek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.DSB-89 and(SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Sleet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type j Qty i Ply Anastasia T8663536 10006T0 F03 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:37 2016 Page 2 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-lgQV8dROxLitQgCXBtKd7zHukTB1 A3f1 bZn2gYzExtS LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:6=-575 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-17=-10,1-3=-20,3-6=-100,6-8=-224 Concentrated Loads(Ib) Vert:6=-575 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:9-17=-10,1-4=-100,4-6=-20,6-8=-144 Concentrated Loads(Ib) Vert:6=-575 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Veil:9-17=-10,1-3=-20,3-6=-100,6-8=-224 Concentrated Loads(Ib) Vert:6=-575 1 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.1003/2015 BEFORE USE. Design valid for use only with MI1ok s connectors.This design Is based only upon pcsameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the aprilcablity of design I xxarnetors and properly Incorporate this design into the overall building design. BracIng indicated Is to prevent buckllrrg of Individual truss web and/or chord members only. Addillor i temporary and permanent tracing MiTek Is always required for stability and to prevent collapse with possble personal Ir*ry and property damage. For general guidance regarding tido 6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria.OSB-89 and SCSI Building Component Safety Information available from buss Plate Institute.218 N.Lee Street,Stile 312,Alexandria.VA 22314. Tampa.FL 33610 Job 7Truss Truss Type 101y Ply Anastasia T8663537 110006T0 F04 Floor 5 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:37 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-IgQV8dROxLitOgCX8fKd7zHzyTCdABh1 bZn2gYzExtS 0-1-8 H I 1.3.0 I 2-0-0 0-7-8 Scale=1:24.3 456= 1.553= 4x6= 1 2 3 4 5 6 7 • • • •\ • • • il 7 i\\\\NN \ Y "ir . _ , ,I../ • — •4/III I I Illilir.-../. 15 14 13 12 11 10 9 8 4x6= 1.5x3 II 1.5x3 II 4x6 14-7-8 14-7-8 Plate Offsets(X,Y)-- 11:Edge,0-1-81,13:0-1-8,Edgel,14:0-1-8,Edgel LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loo) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.16 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.24 11-12 >726 240 BCLL 0.0 Rep Stress lncr YES WB 0.49 Horz(TL) 0.04 8 n/a rVa BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:77 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:12-13. REACTIONS. (lb/size) 16=784/0-3-8,8=791/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-782/0,7.8=-785/0,1-2=-775/0,2-3=-1829/0,3-4=-2279/0,4-5=-2295/0,5-6=-1831/0,6-7=-773/0 BOT CHORD 14-15=0/1443,13-14=0/2279,12-13=0/2279,11-12=0/2279,10-11=0/2187,9-10=0/1453 WEBS 1-15=0/998,2-15=-929/0,2-14=0/537,3-14=-690/0,7-9=0/1029,6-9=-946/0,6-10=0/526,5-10=-495/0,5-11=0/300, 4-11.286/254,4-12=-316/97 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4) 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. `,ki l 111 1/1, 5)CAUTION,Do not erect truss backwards. ,,,`�l NS A 4,hitt, `Z'�.\G E•N s.'•e,9,1, '• No 39380 * r ... 'ailli„/0 N A ��S% iiiiiiiit- Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 � I t0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M5.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mltek4 connectors.tris design Is based only upon parameters shown,and Is for anIndividualbuld4ng 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 trrckting of In dM dual taus web and/or chord members only. Additional temporary and permanent bracing Milk*. Is always required foi slabltiy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the to rtcatkn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component j 6904 Parke East Blvd. Safety Inforrnallon ava>rdle from truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T8663538 10006T0 F05 Floor Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:38 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-E0_uMzROifgk2_nkiMrstBg7BtasvcYApDXbC_zExtR 0-1-8 1.3.0 -I 1-6.12 i 0-7.8 I 1-5-4 I Scale=1:24.3 4x6= MSH422 1.5x3= 3x6= 4x6= 1 2 3 4 5 6 7 ( Y • • •— 18 .. • :1. \ Atillbh .X • Liz X./ -f 1<� 16 15 14 13 12 11 10 9 8 4x6= 1.5x3 II 1.5x3 I 4x6= I 9-0-12 I 14-7-8 9-0-12 5-6-12 Plate Offsets(X,Y)-- 11:Edge,0.1-81,13:0-1-8,Edge1,(4:0-1-8,Edge1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.16 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.25 12-13 >685 240 BOLL 0.0 Rep Stress'nor NO WB 0.58 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code FBC2014lTPI2007 I Matrix-S Weight:80 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP SS(flat) except end verticals. WEBS 2x4 SP No.3(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=859/0-3-8,8=913/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-858/0,7-8=-906/0,1-2=-860/0,2-3=-2063/0,3-4=-2636/0,4-5=-2775/0,5-6=-2217/0,6-7=-913/0 BOT CHORD 15-16=0/1600,14-15=0/2636,13-14=0/2636,12-13=0/2636,11-12=0/2799,10-11=0/2799,9-10=0/1722 WEBS 1-16=0/1109,2-16=-1029/0,2-15=0/643,3-15=-840/0,3-14=0/338,4-12=0/490,4-13=-470/0,7-9=0/1215, 6-9.1126/0,6-10=0/688,5-10=-736/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. %I I I I I 5)CAUTION,Do not erect truss backwards. ,t r1,S A. 4 iii 6)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 9-1-4 from the left end to connect truss(es)to ♦`♦ g5P q(e �j, front face of top chord. • I 7)Fill all nail holes where hanger is in contact with lumber. `♦♦,``�`..\......... G E N S`�."9�. °•• 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • 0 No 39380 0. LOAD CASE(S) Standard 0.0 ) 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 = :,",,. :�/Uniform Loads(pif) -b :�Vert:8.17=-10,1.7=-100 iConcentrated Loads(Ib) iT ' ♦Vert:5=-196(F) ��.�(‘ O•c •; ;• ', ,S;ONA,v.' 0 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 1, 0 WARNING-Varl/y dWgn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mu-7473 ray.10/03/2015 BEFORE USE mu. Design valid for use only with Mllelt°connectors.INs design Is based only upon Fxxameters shown,and Is for an in dMduat briding component,not a truss system.Before use.the balidkng 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 IndMklual truss web aril/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 hum systems-5eeANSI/IP11 Quality Criteria,DSB-89 and BCSI Bulling Component 6604 Parke East Blvd. Safety Information available from'truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tanga.FL 33610 Job Truss I Truss Type Qty Ply Anastasia I T8663539 10006T0 F06 !Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries.Inc. Thu May 19 11:49:38 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-E0_uMzROifgk2_nkiMrsf BgAXth4vjlApDXbC_zExtR I 1-3-0 i F— 0.10.8 i 3x6= Scale=1:10.8 1 3x6= 2 1.5x3 II 3 3x4= 4 • - ' k . -1 1.5x3 II 3x4= 9 8 7 6 5 3x4= 3x4 II 3x4 II 3.10-8i 5-4-8 ' 3-10-8 1-6-0 ' Plate Offsets(X,Y)-- 13:0-1-8,Edge],18:0-1-8,Edge],19:Edge,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.02 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.36 Vert(TL) -0.03 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:33 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=282/Mechanical,5=282/Mechanical FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-300/0,4-5=-283/0,1-2=-302/0,2-3=-302/0 BOT CHORD 7-8=0/302,6-7=0/302 WEBS 1-8=0/394 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,,`,1t1t111111I111' ei s. c, PS A, :4�& ,,,, 8••,q �' No 39380 l* • 7-0: . s ..• t . .4„..... Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 1 !MI MI o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 raw.10/03/2015 BEFORE USE. 111 Design valid fa use only with Mllek7 connectors.this design is based only upon parameters shown,and Is fa m hdMdual building component.not a truss system.Before use,the building cleslgner must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Brach()Indicated Is to prevent buckling of indbidual 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 fcbrk:atkn,storage,delivery.erection and tracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from inns Plate Institute,218 N.tee Street,Stile 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty I Ply ,Anastasia I T8663540 1000610 F07 Floor Girder 11 1 1 I I I I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:39 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-iCXGZJSfTyyaf8MwG4M5CONQj H47eAPJ2tG9kRzExtQ 0-1-8 3x6 L--- }1__,, fJ 314= 1-2-8 2 11.Sxq II 0-6-0 35x l II 1-3-0 4. MSH422- Scale=1:9.4 ■ � ...■ 9 iIIIIIIIU11 // 3x4= 3x4= :' 7 6 5 3x4= 3x4 H I 3-8-8 3-8-8 Plate Offsets(X,Y)-- [6:0-1-8,Edge],[7:0.1-8,Edge] 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (roc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.01 5-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.18 Vert(TL) -0.01 5-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:25 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=260/0-3-8,5=296/Mechanical 1 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-262/0,4-5=-280/0 WEBS 4-6=0/326,1-7=0/319,3-6=-256/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 2-1-12 from the left end to connect truss(es)to front face of top chord. ,`'%I1I I III,, 6)Fill all nail holes where hanger is in contact with lumber. ,,fit S A, IZ�� 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ``S �P '-L ld LOAD CASE(S) Standard • :,`�k.�\,\C'E N S6'...1%9 •�.= 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) No 393.80 Vert:5-8=-10,1-4=-100 * . Concentrated Loads(Ib) - Vert:3=-182(F) -0 . - : eT, ,- •-°iF� .< QR \Q..•c\?�/ �e''SS�ONA1-E .��• IIIUII Thomas A.Albani PE No.39380 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 � I i Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with Milek2+connectors.Ws design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the bulking designer must verify the applicability of design paamelers and properly incorporate this design Into the overall building design. &acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Milek' 1 Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/IPI t Quality Crl.rla,DSB•89 and SCSI Building Component 6904 Parke East Bbd. Safety Information a walkable from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Anastasia T8663541 10006T0 F08 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:39 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-iCXGZJSfTyyaf8MwG4M5CONKeHxIe6FJ2tG9kRzExtO 0-1-8 H 1-5-0 — I---- 1-3.0 I 1-3-0 I Scale=1:22.6 Special 1.5x3= 1.5x3= 3x6= 1 23 3 4 5 6 7 1 • • • \ tali r • • '18 v a '171 X 4/.. • — _ • ..., 16 1� 14 13 12 11 10 9 8 1.5x3 II 3x6= 1.5x3 II 1,5x3 II 1-8-0 1)918 3-2-0 { 5-8-0 9-8-0 12-2-0 i 13-8-0 1-8-0 0.148 1-4-8 2-6-0 4-0-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 14:0-1-8,Edge),15:0-1-8,Edge),(14:0.1-8,Edge) LOADING(psf) T SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 I Vert(LL) -0.06 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.09 10-11 >999 240 BOLL 0.0 j Rep Stress Inco NO WB 0.42 Horz(TL) 0.02 8 ri/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:75 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: 6-0-0 oc bracing:14-15,13-14. REACTIONS. (lb/size) 8=566/Mechanical,15=1403/0-3-8 Max Gray 8=624(LC 4),15=1403(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 7-8=-619/0,1-2=0/753,2-3=-434/510,3-4=-1220/145,4-5=-1465/0,5-6=-1294/0, 6-7=-587/0 BOT CHORD 14-15=-753/0,13-14=-310/970,12-13=0/1465,11-12=0/1465,10-11=0/1465, 9-10=0/1100 WEBS 2-15=-829/0,1-15=-942/0,7-9=0/781,2-14=0/885,6-9=-713/0,3-14=-816/0, 6-10=-28/289,3-13=0/456,5-10=-322/112,4-13=-550/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. `r% U I Mill_ 3)Refer to girder(s)for truss to truss connections. �� /� 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. ,,��0 ,APS A. AZi"i,e Strongbacks to be attached to walls at their outer ends or restrained by other means. •N •E 'T �i 5)CAUTION,Do not erect truss backwards. • :• k�••\\ N S'�•••�i/ i• LOAD CASE(S) Standard No 39_3.80 • ••. 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) — • • Vert:8-16=-10,1-7=-100 =-�. — Concentrated Loads(Ib) • • - ; Job Truss Truss Type Qty Ply Anastasia T8663542 10006T0 F09 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:40 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-AP5enfTHEG4R Hlx6pntKkcvcghS2NNTHXoiHtzExtP Scale=1:10.8 1 3x6= 2 1.5x3 H I 31.5x3 I I 4 1.5x3 11 5 3x4 II - _ 4 1 \ , — v . .. .............................................:.....:.:.:.:.....::.:...:.:.....:...:...............:............................................:.....:............:.:...:.:..:.:.............:. 10 9 8 7 6 3x4 i 3x4- 1.5x3 I 1.5x3 3x4 II 1.6.12 2-10-12 4-2-12 5-4-0 I 1-6-12 } 140 1 1-4-0 1 1-1-4 1 Plate Offsets(X,Y)-- 19:0-1-8,Edge],f10:Edge,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) Na - n/a 999 BCLL 0.0 Rep Stress'nor YES WB 0.04 Horz(TL) 0.00 9 n/a Na BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:30 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, BOT CHORD 2x4 SP No.2(tlat) except end verticals. WEBS 2x4 SP No.3(flab) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(tlat) REACTIONS. All bearings 5-4-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)10,6,9,8,7 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 11 /1.1 .�S%%,OPS,A.44B 1,'. S'•.'IA I, No 39380 ; _ ... e. . .441,..... 01111l Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 1 ► -- 1 mit Q WARNING-Verity design pavan»tat and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. I Design valkl for use only with MITeke connectors.this design Is based only upon parameters shown,and is for an hcflvkkxA building ding component.not a truss system.Belore use,the building designer must verify the applicability of design parameters and properly incorporate lids design Info the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Atldtbnal temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possbte personal Flury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPl1 Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdldble from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Qty Ply I Anastasia T8663543 10006T0 I FG01 Flat Girder 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:41 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-ebtO__.Uv?aCIvSW I NUPZHpSaU4c 16tjcVBlFpJzExtO 1-9-12 5-9-11 9-9-9 13-9-8 18.3-1222-10-0 1-9-12 3-11-15 3-11-15 3-11-15 I 4-6-4 4-6-4 Scale=1:40.1 3x8= 3x4= 4x6= 3x6= 2x4 II 3x4= 3x6= 4x10= 1 2 3 4 5 17 18 6 7 8 aI+I •• i I nn nn nn 1 nn nn ° I nn nr 11 nn 1 0 1 nn e • F'F-I rn nn A, 16 19 Ki 20 21 14 22 23 13 24 25 12 26 11 27 10 28 29 30 2x4 II 15 NAILED 5x6_ NAILED NAILED4x10= NAILED 7x6= 5x10 MT2OHS= 6x8_ NAILED 9 6x6= NAILED 5x10 MT2OHS II NAILED NAILED NAILED THD26-2NAILED NAILED NAILED 1-8-0 1-9-12 5-9-11 9.9.9i 13-9-8 18-3-12 l 22-10-0 1-8-0 0-1-12 3-11-15 3-11-15 3-11-15 4-6-4 4-6-4 Plate Offsets(X,Y)-- [2:0-2-0,0-1-8],[3:0-3-4,0-1-8],[7:0-2-4,0-1-8],[8:Edge,0-1-12],[9:Edge,0-3-8],[10:0-3-8,0-3.8],[12:0-3-0,0-4-12],[13:0-3-8,0-2-0],[14:0-2-0,0-2-8], [15:0-3-0,0-4-0] LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud TPLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.21 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.50 12-13 >502 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:446 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 4.2-15 oc purlins, 4-8:2x4 SP No.1 except end verticals. BOT CHORD 2x6 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-11:2x6 SP No.2 6-0-0 oc bracing:15-16. WEBS 2x4 SP No.3'Except' 2-14,3-13,6-13,8-10:2x4 SP No.2 REACTIONS. (lb/size) 9=8535/Mechanical,15=9719/0-3-8 (req.0-3-13) Max Uplift 9=-1915(LC 5),15=-2303(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-391/80,2-3=-10125/2235,3-5=-15864/3266,5-6=-15864/3266,6-7=-17148/3224, 7-8=-11580/2441,8-9=-8218/1777 BOT CHORD 13-14=-2235/10125,12-13=-3224/17148,10-12=-2441/11580,9-10=-64/252 WEBS 1-15=-62/333,2-15=-9027/2065,2-14=-2650/11965,3-14=-6620/1386,3-13=-1307/6902, 5-13=-2671/669,6-13=-1765/0,6-12=-2158/848,7-12=-942/6465,7-10=-6595/1286, 8-10=-2784/13266 ,,`,111111111,,, I NOTES- ,0� MPs A, 44 0,, 1)3-ply truss to be connected together with 10d(0.131"x3°)nails as follows: •N se •••'• ' �• Top chords connected as follows:2x4-1 row at 0-7-0 oc. �`k ••'�,�Cr E N`SF•'1 . °• Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. 0 Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 6-12 2x4-1 row at 0-4-0 oc. N O 380 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. — • • 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Ops1;BCDL=5.Opsf;h=25ft;B=45f1;L=24ft;eave=4ft;Cat. • II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 • L 4)Provide adequate drainage to prevent water ponding. •" T• �� . 4 . 5)All plates are MT20 plates unless otherwise indicated. l'_, ' •••tel �% 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i., •'•' 0 R 1 9.,•c ' ' 7)'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 a ss •........ ••••••• ` N. • 8)WAwill Rit between the NING:NG:Requiredttom chord bea ng size a aoint(s)other 5 embers.greater than input bearing size. 1,I4.O N Ai 1�� 9)Refer to girder(s)for truss to truss connections. Thomas A.Albans PE No.39380 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1915 lb uplift at joint 9 and 2303 lb MITek USA,Inc.FL Cert 6634 uplift at joint 15. 6904 Parke East Blvd.Tampa FL 33610 11)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28 has/have been Date: modified.Building designer must review loads to verify that they are correct for the intended use of this truss. May 19,2016 12)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 13-9-8 from the left end to connect truss(es) 4 1.1„-11 -- - \ 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.101032015 BEFORE USE. Design valid for use only with Mitekw connectors.this design is based only upon parameters shown.and Is for cn hdivldu l b uldtng component.not111111 , a truss system.Before use,the building dosigno r must verify the appikx*Atty 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 ternporary and permanent tracing MiTek• is always required for stability and to prevent callc4ae with passible personal Ir*ay and property damage. For general gukknce regarding the kYxk:atkxr,storage,delIvery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Ctudlly Criteria,DSB-89 and BCSI Building Component i 6904 Parke East Blvd. Safety lnformaflon available from truss Plate InstItute,218 N.Lee Sheet,Suite 312.Alexaxida,VA 22314. Tampa,FL 33610 i Job Truss Truss Type Oty Ply Anastasia 18663543 1000670 FG01 Flat Girder 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:41 2016 Page 2 I D:7xKpuve208uyNcSgCO3Yn4zHeSN-ebf0_Uv?aCIvSW INUPZHpSaU4c 16tjcV BIFpJzExtO NOTES- 13) Fill all nail holes where hanger is in contact with lumber. 14)"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. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert 1-8=-686,9-16=-20 Concentrated Loads(Ib) Vert:12=-971(B)19=-117(F)20=-115(F)21=-115(F)22=-115(F)23=-115(F)24=-115(F)25=-115(F)26=-115(F)27=-115(F)28=-115(F)29=-115(F)30=-117(F) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1.8=-609,9-16=-20 Concentrated Loads(Ib) Vert:12=-1408(B)19=-102(F)20=-99(F)21=-99(F)22=-99(F)23=-99(F)24=-99(F)25=-99(F)26=-99(F)27=-99(F)28=-99(F)29=-99(F)30=-101(F) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-8=-513,9-16=-40 Concentrated Loads(Ib) Vert:12=-543(B)19=-74(F)20=-69(F)21=-69(F)22=-69(F)23=-69(F)24=-69(F)25=-69(F)26=-69(F)27_69(F)28=-69(F)29=-69(F)30=-74(F) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Lett:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=171,8-18=150,9-16=-10 Concentrated Loads(Ib) Vert:12=-459(B)19=93(F)20=94(F)21=94(F)22=94(F)23=94(F)24=94(F)25=94(F)26=94(F)27=94(F)28=94(F)29=94(F)30=93(F) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=150,8-17=171,9-16=-10 Concentrated Loads(lb) Vert:12=-459(B)19=93(F)20=94(F)21=94(F)22=94(F)23=94(F)24=94(F)25=94(F)26=94(F)27=94(F)28=94(F)29=94(F)30=93(F) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-431,9-16=-20 Concentrated Loads(Ib) Vert:12=-449(B)19=101(F)20=104(F)21=104(F)22=104(F)23=104(F)24=104(F)25=104(F)26=104(F)27=104(F)28=104(F)29=104(F)30=102(F) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-431,9-16=-20 Concentrated Loads(Ib) Vert:12=-449(B)19=101(F)20=104(F)21=104(F)22=104(F)23=104(F)24=104(F)25=104(F)26=104(F)27=104(F)28=104(F)29=104(F)30=102(F) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=75,9-16=-10 Concentrated Loads(Ib) Vert:12=-459(B)19=93(F)20=94(F)21=94(F)22=94(F)23=94(F)24=94(F)25=94(F)26=94(F)27=94(F)28=94(F)29=94(F)30=93(F) 9)Dead+0.6 MW FRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-39,9.16=-10 Concentrated Loads(Ib) Vert:12=-459(B)19=93(F)20=94(F)21=94(F)22=94(F)23=94(F)24=94(F)25=94(F)26=94(F)27=94(F)28=94(F) 29=94(F)30=93(F) 10)Dead+0.6 MW FRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-431,9-16=-20 Concentrated Loads(Ib) Vert:12=-449(B)19=101(F)20=104(F)21=104(F)22=104(F)23=104(F)24=104(F)25=104(F)26=104(F)27=104(F) 28=104(F)29=104(F)30=102(F) 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-431,9-16=-20 Concentrated Loads(Ib) Vert:12=-449(B)19=101(F)20=104(F)21=104(F)22=104(F)23=104(F)24=104(F)25=104(F)26=104(F)27=104(F) 28=104(F)29=104(F)30=102(F) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-8=-380,9-16=-20 Concentrated Loads(Ib) Ver:12=-1375(B)19=-55(F)20=-53(F)21=-53(F)22=-53(F)23=-53(F)24=-53(F)25=-53(F)26=-53(F)27=-53(F) 28=-53(F)29=-53(F)30=-55(F) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-647,9-16=-20 Concentrated Loads(Ib) Vert:12=-449(B)19=71(F)20=74(F)21=74(F)22=74(F)23=74(F)24=74(F)25=74(F)26=74(F)27=74(F)28=74(F) 29=74(F)30=72(F) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-647,9-16=-20 � f 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mltekfi> basebuildingconnectors.This design is ted only upon parameters shown.and Is for an IndhAdtxi building component,not " a truss system.Before use,the building designer must verify the appllcabilty of design parcrnotors arid Property incorporate this design Into the overall brAdkng design. Dachg indicated Is to prevent tmckling of Individual truss web and/or chord members only. Additional temporary and pear hent bracing MiTek" B always required for stability and to prevent collapse with possible personal Iniury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and trach©of trusses and trss systems.seoANSI/IPI1 Quafly Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InformatIon available from Truss Plate institute,218 N.lee Street Stile 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Anastasia T8663543 1000670 FG01 Flat Girder 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:41 2016 Page 3 I D:7xKpuve208uyNcSgCO3Yn4zHeSN-ebf0__Uv?aCIvSW I NUPZHpSaU4c 16tjcVBlFpJzExtO LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:12=-449(B)19=71(F)20=74(F)21=74(F)22=74(F)23=74(F)24=74(F)25=74(F)26=74(F)27=74(F)28=74(F)29=74(F)30=72(F) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-647,9-16=-20 Concentrated Loads(Ib) Ven:12=-449(B)19=71(F)20=74(F)21=74(F)22=74(F)23=74(F)24=74(F)25=74(F)26=74(F)27=74(F)28=74(F)29=74(F)30=72(F) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Ven:1-8=-647,9-16=-20 Concentrated Loads(Ib) Vert:12=-449(B)19=71(F)20=-74(F)21=74(F)22=74(F)23=74(F)24=74(F)25=74(F)26=74(F)27=74(F)28=74(F)29=74(F)30=72(F) 17)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Ven:1-18=171.8-18=150,9-16=-10 Concentrated Loads(Ib) Vert:12=-515(B)19=-107(F)20=-106(F)21=-106(F)22=-106(F)23=-106(F)24=-106(F)25=-106(F)26=-106(F)27=-106(F)28=-106(F)29=-106(F)30=-107(F) 18)Reversal:Dead+0.6 MW FRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-17=150,8-17=171,9-16=-10 Concentrated Loads(Ib) Vert:12=-515(B)19=-107(F)20=-106(F)21=-106(F)22=-106(F)23=-106(F)24=-106(F)25=-106(F)26=-106(F)27=-106(F)28=-106(F)29=-106(F)30=-107(F) 19)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-431,9-16=-20 Concentrated Loads(Ib) Vert:12=-505(B)19=-99(F)20=-96(F)21=-96(F)22=-96(F)23=-96(F)24=-96(F)25=-96(F)26=-96(F)27=-96(F)28=-96(F)29=-96(F)30=-98(F) 20) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-431,9-16=-20 Concentrated Loads(Ib) Vert:12=-505(B)19=-99(F)20=-96(F)21=-96(F)22=96(F)23=-96(F)24=96(F)25=-96(F)26=-96(F)27=-96(F)28=-96(F)29=-96(F)30=-98(F) 21) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Ven:1-8=75,9-16.10 Concentrated Loads(lb) Vert:12.515(B)19=-107(F)20=-106(F)21=-106(F)22=-106(F)23=-106(F)24=106(F)25=-106(F)26=-106(F)27=-106(F)28=-106(F)29=-106(F)30=-107(F) 22) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-39,9-16.10 Concentrated Loads(lb) Vert:12=-515(B)19=-107(F)20=-106(F)21=-106(F)22=-106(F)23=-106(F)24=-106(F)25=-106(F)26=-106(F)27=-106(F)28=-106(F)29=-106(F)30=-107(F) 23) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-8=-431,9-16=-20 Concentrated Loads(Ib) Vert:12.505(B)19=-99(F)20=-96(F)21=-96(F)22=-96(F)23=-96(F)24=-96(F)25=-96(F)26=-96(F)27=-96(F)28=-96(F)29=-96(F)30=-98(F) 24)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-431,9-16=-20 Concentrated Loads(Ib) Vert:12=-505(B)19=-99(F)20=-96(F)21=-96(F)22=-96(F)23=-96(F)24=-96(F)25=-96(F)26=-96(F)27=-96(F)28=-96(F) 29=-96(F)30=-98(F) 25)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-647,9-16=-20 Concentrated Loads(Ib) Vert:12=-653(B)19=-123(F)20=-120(F)21=-120(F)22=-120(F)23=-120(F)24=-120(F)25=-120(F)26=-120(F)27=-120(F) 28=-120(F)29=-120(F)30=-122(F) 26)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.8=-647,9-16=-20 Concentrated Loads(Ib) Vert:12=-653(B)19=-123(F)20=-120(F)21=-120(F)22=-120(F)23=-120(F)24=-120(F)25=-120(F)26=-120(F)27=-120(F) 28=-120(F)29=-120(F)30=-122(F) 27) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.8=-647,9-16=-20 Concentrated Loads(Ib) Vert:12=-653(B)19=-123(F)20=-120(F)21=-120(F)22=-120(F)23=-120(F)24=-120(F)25=-120(F)26=-120(F)27=-120(F) 28=-120(F)29=-120(F)30=-122(F) 28)Reversal:Dead+0.75 Root Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-8=-647,9-16=-20 0 WARNING-verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/73/2015 BEFORE USE. Design vdki for use only with tv teir8 connectors.This design Is based only upon parameters shown,and Is for an kxSWkAal Guiding component.not a truss system.Before use,the building designer must verify the applIcabilly of design parameters and property incorporate this design into the overall bulking design. Bracing Indicated is to prevent budding of Individual truss web and/or chord members only. Addlttonal temporary cxxl permanent bracing MiTek• Is dways requked for stability and to prevent collapse with possible personal kyuy and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of Busses and truss systems.seeANSI/11:11 Qualify Criteria,DSB-89 and SCSI Bullring Component 6904 Parke East Blvd. Safety Infomratlon available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexardlda.VA 22314. Tampa.Ft. 33610 Job Truss Truss Type Qty Ply Anastasia T8663543 10006T0 FG01 Flat Girder 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:41 2016 Page 4 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-ebfO_Uv?aCIvSW I NUPZHpSaU4c 16tjcV BIFpJzExtO LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:12=-653(B)19=-123(F)20-120(F)21=-120(F)22=-120(F)23=-120(F)24-120(F)25=-120(F)26=-120(F)27=-120(F)28=-120(F)29=-120(F)30=-122(F) Q WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MITek4)connectors.This design is 1 x]s ci only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the balding designer must verify lire applicability of design ixiameters and properly Incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temrxxary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gtidcnce regarding the fabrication,storage,delivery,erection and bxackq of trusses and trrass systems,seeANSI/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information avalla ble from Truss Plate Institute,218 N.lee Sheet,Suite 312,Arexcndda VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T8663544 10006T0 FG02 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:42 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-6nDOBKUXmtK9W bSVxCwoq 1?tgU 1 irOpmkrVpLlzExtN 3-6-0 7-0-0 3-6-0 i 3-6-0 Scale=1:13.2 Special Special4x10= 2x4 II 4x10= 1 Special Special 2 Special 3 • I. I II 7 5 THD46 8 4 THD46 THD46 10x14= 6 2x4 II 2x4 II 3-6-0 7-0-0 3-6-0 3-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdetl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.03 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(TL) -0.07 5 >999 240 BCLL 0.0 • Rep Stress Incr NO WB 0.75 Horz(TL) 0.00 4 n/a Na BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.01 5 >999 240 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 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=991/Mechanical,4=1010/Mechanical Max Gray 6=1428(LC 2),4=1496(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-1078/0,1-2=-2736/0,2-3=-2736/0,3-4=-1078/0 WEBS 1-5=0/2845,2-5=-884/0,3-5=0/2845 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.Opsf;h=2511;B=45ft;L=2411;eave=41t;Cat. `��II I II1i�, II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ,.0% S A Ili, 4)Provide adequate drainage to prevent water ponding. ``s l P 44(e �,. 5)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6 ♦ •........... i MWFRS Wind(Pos.Internal)Left;#5 Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal) `��k?.• .\G E 1�1 �:•.• .�i� Left;#7 Dead+0.6 MWFRS Wind(Neg.Internal)Right;#8 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#9 Dead+0.6 • i MWFRS Wind(Pos.Internal)2nd Parallel;#10 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#11 Dead+0.6 MWFRS Wind No 39380 • (Neg.Internal)2nd Parallel;#16 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left);#17 Dead+0.75 Roof Live (bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right);#18 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel); #19 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel). •6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r /„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 �'• �►` �41111111,r— �•'G`/' will fit between the bottom chord and any other members. ••'-.4%-.1-' c 2 8)Refer to girder(s)for truss to truss connections. 0, 0 R \0,•"• \ � 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16 has/have been modified.Building designer must review loads to verify e- lss •.••••••. 0` that they e correct for e d use f s truss. N 10)Use USPFTHD46(Witht16d nailsinto Giirrderl&10d nails Into Truss)or equivalent spaced at 2-0-0 oc max.starling at 1-8-12 from ''��11,81111110%A �,,, the left end to 5-8-12 to connect truss(es)to back face of bottom chord. Thomas A.Albans PE No.39380 11)Fill all nail holes where hanger is in contact with lumber. MITek USA,Inc.FL Cert 6634 12)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 6-10-4 sufficient to connect 6904 Parke East Blvd.Tampa FL 33610 truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. Date: LOAD CASE(S) Standard May 19,2016 I mit V WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.1003f20l5 BEFORE USE. Design wild for use only with Mllelri connectors.This design is based only upon parameters shown,and Is for on individual balding 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 bulldog 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.deoNery,erection and bracing of trusses and truss systems.SeeANSI/IPI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Soley Information available from truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job TTruss Truss Type i Oty Ply Anastasia T8663544 10006T0 FG02 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:42 2016 Page 2 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-6nDOBKUXmtK9W b5VxCwoq 1?tgU 1 irOpmkrVpLlzExtN LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-224,4-6=-10 Concentrated Loads(Ib) Vert:5=-144(B)7=-144(B)8=-144(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-204,4-6=-10 Concentrated Loads(lb) Vert:5=-497(B)7=-497(8)8=-497(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-144,4-6=-30 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-80,4-6=-6 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-80,4-6=-6 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-145,4-6=-10 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-145,4-6=-10 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-93,4-6=-6 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-108,4-6=-6 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-145,4-6.10 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-145,4-6=-10 12)Dead:Lumber Increase=0.90,Plate Increase-0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-144,4-6=-10 Concentrated Loads(lb) Vert:5=-614(B)7=-614(B)8=-614(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-205,4-6=-10 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-205,4.6=-10 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-205,4-6=-10 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-205,4-6=-10 V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIS-7473 rev.1603/1015 BEFORE USE. Design valid to use only with Mitek5 connectors.Ills design is based only upon parameters shown,and Is for an individual bulding component,not a truss system.Before use,the I mliding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall txiafng design. B'ackrg Indicated is to prevent buckling of individual truss web and/or chord members only.Adtltlond temporary and permanent bracing MiTek' Is always regrired to stabBlty and to prevent collapse with possthle personal miry and properly damage. For general guidance regarring the Pae East Bid. fabrication,storage,delNery,erection and tracing of trusses and truss systems.seeANSI/iP11 Qualy 6904 Parke Crtteda,DSB-89 and BCSI Building Component Tampa.04 rkFEt 0 Soley InformatIon avaiable from truss Plate institute,2t8 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply Anastasia 1 T8663545 10006T0 FG03 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:42 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-6nDOBKUXmtK9W b5VxCwoq 1?y5U?PrS4mkrVpLlzExtN 3-6-12 7-1-8 I 3-6-12 i 3-6-12 I 3x4= 2x4 11 Scale=1:15.4 1 2 3 3x4 -J C' _ _ 1r . 'i 7 Special 6 6 JUS24 THD26 7x10= 6 244 11 THD26 4 2x4 !' 3-6-127.1.8 I 3-6-12 3-6-12 Plate Offsets(X,Y)-- (5:0-5-0.0-4-8) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.03 5-6 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.48 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 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, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=624/0-3-8,4=575/0-3-8 Max Uplift 6=-115(LC 4),4=-115(LC 4) Max Gray 6=1547(LC 12),4=1332(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-941/123,1-2=-1573/116,2-3=-1573/116,3-4=-941/123 WEBS 1-5=-133/1813,3-5=-133/1813 NOTES- 1)2-ply truss to be connected together with 10d(0.131-x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 00111111/1i. ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Ott /i 3)Wind:xp C;EE 7-10;V I0.18oMW FRS(direct onal)asd=l Or DOL=7 60 plate grip DODL'5.Opsi;h=25tt;B=45tt;L=2411 gave=4th Cat. %s, on, PS,A.A4.e�i e II60 4)Provide adequate drainage to prevent water ponding. `.•k'•. v• �G E N S`6;.. ,,,.. 5)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6 • • i MWFRS Wind(Pos.Internal)Left;#5 Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal) .7 No 39380 Left;#7 Dead+0.6 MWFRS Wind(Neg.Internal)Right;#8 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#9 Dead+0.6 • MWFRS Wind(Pos.Internal)2nd Parallel;#10 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#11 Dead+0.6 MWFRS Wind = : - (Neg.Internal)2nd Parallel;#16 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left);#17 Dead+0.75 Roof Live =-0. (bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right);#18 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel); . '. ��,--8 TA • #19 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel). _ �-A - 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,•, ,st- ., ,� 7)'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 "j ( 0 A 1 V./... ' will fit between the bottom chord and any other members. 00 ' t.31•......• ‘...\•-r%%%C. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 lb uplift at joint 6 and 115 lb uplift at It 0 N A` %�s` joint 4. 9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 1-4-4 from the left end to connect truss(es)to Thomas A.Albans PE No.39380 front face of bottom chord. MITek USA,Inc.FL Cert 6634 10)Use USP THD26(With 16d nails into Girder&NA9D nails Into Truss)or equivalent spaced at 2-0-0 oc max.starting at 3-6-12 from 6904 Parke East Blvd.Tampa FL 33610 the left end to 5-6-12 to connect truss(es)to back face of bottom chord. Date: 11)Fill all nail holes where hanger Is in contact with lumber. May 19,2016 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)782 lb down at 1-6-12 on .- J \.. . . . I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/0312015 BEFORE USE. M. Design valid for use only with MitekD connectors.this design is based only upon 1 xxanneters shown.and is tel an Individual building component,not a truss system.Before use,the building designer must verily the a plk;ablity of design parameters and properly hcapxrate this design into the overall I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and Isormanent bracing I MiTek' is always required tot stability and to prevent collapse with possible personal I*sy and property damage. Far general guidance regarding the fabrication,storage.delivery.erection and bracing ng of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Bbd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.AjexanNla,VA 22314. Tampa,FL 33610 Job TTruss Truss Type Qty Ply Anastasia T8663545 10006T0 FG03 Flat Girder 1 2 1Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:42 2016 Page 2 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-6nDOBKUXmtK9W b5VxCwoq 1?y5U?PrS4mkrVpLIzExtN LOAD CASE(S) Standard • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:5=-199(B)7=-255(F=-56,B=-199)8=-199(B) 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with tMYlekIs connectors.This design Is hosed only upon rxxarneters shown,and is for ar hdMNdual building component.not1111111. a truss system.Before use,the braiding designer must verity the applicability of design parameters and properly hcorrxxato this design Into the overall brltlng design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary rind permanent tracing MiTek Is always required for stability and to prevent collapse with poss1le personal Injuy and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of tnrsses and truss systems,seeANSI/1Pt I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available lable from Truss plate Insltrrte,218 N.Lee Street,Sulte 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type %Oty Ply Anastasia T8663546 10006T0 FG04 Flat Girder 1 3 Job Reference(optional) Building Component Supply, Jacksonville.Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:43 2016 Page 1 ID:7xKpuve208uyNcSgCO3Yn4zHeSN-aznnPgV9W BSO8IghVvR1 MEXyEuKlagxvzVEMuCzExtM 3-10-13 7-6-3 11-3-4 16-6-8 3-10-13 3-7-5 3-9-1 I 5-3-4 { Scale=1:28.0 2x4 I. 3x4= 7x10= 3x4= 4x5= 4 3 4 14 5 f4- ....__________________> e a • fl w R f R R nn R RR RR 15 16 12 11 17 104x6= 18 19 83x4= 20 tg NAILED 5x8= 4x6= NAILED NAILED NAILED 9 NAILED NAILED 2x4 II 3x4 II NAILED 3x5 NAILED 3-10-13 7-6-3 11-3-4i 16-6-8 3-10-13 3-7-5 3-9-1 5-3-4 Plate Offsets(X,Y)-- f1:0-2-12,0-1-12),14:0-4-4,0-4-8],19:0-1-12,0-1.81,110:0-1-12,0-2-01,(12:0-3-0,0-2-4] I LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.06 10-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.11 10-12 >999 240 BCLL 0.0 • Rep Stress Ina NO WB 0.82 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.04 10-12 >999 240 Weight:343 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-12,4-10:2x4 SP No.2 REACTIONS. (lb/size) 13=5147/0-3-8,7=1162/Mechanical,9=10857/0-3-8 (req.0-4-4) Max Uplift 13=-1170(LC 4),7=-273(LC 5),9=-2482(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-4888/1064,1-2=-6695/1550,2-3=-6695/1550,3.4=-5190/1208,4-5.718/3185, 6-7=-941/195 BOT CHORD 12-13=-69/299,10-12=-1208/5190,9-10=-2584/591 WEBS 1-12=-1655/7148,2-12=-3854/736,3-12=-385/1695,4.9=-7746/1650,6-8=-306/107, 3-10=-4057/783,4-10=-2026/8760,5-9=-3732/840,5-8=-374/232 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ,%1111111/ Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ,``1k S A. ,/I,, Webs connected as follows:2x4-1 row at 0-9-0 oc. �• MP A� /" 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 ,�..• cr... ,.•..•E• e t �i� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �� k .' \.• Ns•-.1,/,'°.2j 1. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.Opsh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60NO 39.3.80 4)Provide adequate drainage to prevent water ponding. "* 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .: �� 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . -fl; 4 will lit between the bottom chord and any other members. - .: 7)WARNING:Required bearing size at joint(s)9 greater than input bearing size. �-.".-1,-;-," T• J� � 8)Refer to girder(s)for truss to truss connections. i� "r. c ,'. �� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1170 lb uplift at joint 13,273 lb uplift at '� �61:;•;. O f� 1�.`4.•G�`�� joint 7 and 2482 lb uplift at joint 9. Pe •.••••• 10)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28 has/have been #1/,�0 N A' sos modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 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. Thomas A.Albans PE No.39380 LOAD CASE(S) Standard MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Date: May 19,2016 4 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10'0312015 BEFORE USE. Design valid for use only with MiTekn connectors.TNs design k txrsed only upon parameters shown,and Is for an irndlvkkual buldInc 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 fxlaing design. Bracing Indicated Is to prevent budding of Irxdvklual truss web and/or chord members only. Addltlon l termporay and permanent bracing MiTek' is always required for stability and to prevent collapse with possble personal Injury and properly damage. For general guidance regarding the fabrication,storage,deINery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,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. Tanya.FL 33610 —— j Job Truss Truss Type Oty Ply Anastasia T8663546 1000610 FG04 Flat Girder 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:43 2016 Page 2 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-aznnPgV9W BS08lghVvR1 MEXyEuKlagxvzVEMuCzExtM LOAD CASE(S) Standard Uniform Loads(pif) Vert:1-6=-985,7-13=-10 Concentrated Loads(lb) Vert:9=-125(F)10=-125(F)15=-125(F)16=-125(F)17=-125(F)18=-125(F)19=-125(F)20=-125(F) 2)Dead+0.75 Root Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-6=-826,7-13=-10 Concentrated Loads(lb) Vert:9=-109(F)10=-109(F)15=-109(F)16=-109(F)17=-109(F)18=-109(F)19=-109(F)20=-110(F) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-6=-488,7-13.-30 Concentrated Loads(Ib) Vert:9=-79(F)10=-79(F)15=-79(F)16=-79(F)17=-79(F)18=-79(F)19=-79(F)20=-81(F) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Lett:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-14=185,6-14=164,7-13=-6 Concentrated Loads(Ib) Vert:9=129(F)10=129(F)15=129(F)16=129(F)17=129(F)18=129(F)19=129(F)20=128(F) 5)Dead+0.6 MW FRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=164,2-6=185,7-13=-6 Concentrated Loads(Ib) Vert:9=129(F)10=129(F)15=129(F)16=129(F)17=129(F)18=129(F)19=129(F)20=128(F) 6)Dead+0.6 MW FRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-402,7-13=-10 Concentrated Loads(Ib) Vert:9=133(F)10=133(F)15=133(F)16=133(F)17=133(F)18=133(F)19=133(F)20=132(F) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-402,7-13=-10 Concentrated Loads(Ib) Vert:9=133(F)10=133(F)15=133(F)16=133(F)17=133(F)18=133(F)19=133(F)20=132(F) 8)Dead+0.6 MW FRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=85,7-13=-6 Concentrated Loads(Ib) Vert:9=129(F)10=129(F)15=129(F)16=129(F)17=129(F)18=129(F)19=129(F)20=128(F) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-34,7-13=-6 Concentrated Loads(Ib) Vert:9=129(F)10=129(F)15=129(F)16=129(F)17=129(F)18=129(F)19=129(F)20=128(F) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-402,7-13=-10 Concentrated Loads(Ib) Vert:9=133(F)10=133(F)15=133(F)16=133(F)17=133(F)18=133(F)19=133(F)20=132(F) 11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(Of) Vert:1-6=-402,7-13=-10 Concentrated Loads(Ib) Veil:9=133(F)10=133(F)15=133(F)16=133(F)17=133(F)18=133(F)19=133(F)20=132(F) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 PIt.metal=0.90 Uniform Loads(pit) Vert:1-6=-349,7-13=-10 Concentrated Loads(Ib) Veil:9=-63(F)10=-63(F)15=-63(F)16=-63(F)17=-63(F)18=-63(F)19=-63(F)20=-63(F) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Veil:1-6=-866,7-13=-10 Concentrated Loads(lb) Vert:9=93(F)10=93(F)15=93(F)16=93(F)17=93(F)18=93(F)19=93(F)20=92(F) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-866,7-13=-10 Concentrated Loads(Ib) Vert:9=93(F)10=93(F)15=93(F)16=93(F)17=93(F)18=93(F)19=93(F)20=92(F) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-6=-866,7-13=-10 Concentrated Loads(lb) Vert:9=93(F)10=93(F)15=93(F)16=93(F)17=93(F)18=93(F)19=93(F)20=92(F) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 t, 0 WARNING-WNW design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rw.1GU3/2015 BEFORE USE Design valid for use only with Mliekso connectors.This design is based only upon parameters shown,and is for an Individual building component,not11111 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. Wring Indicated is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required lot stabrtty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Inns Plate Institute,218 N.lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss 1 Truss Type Qty Ply Anastasia T8663546 10006T0 FG04 Flat Girder 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:43 2016 Page 3 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-aznnPgV9W BSO81ghVvR1 MEXyEuKlaqxvzVEMuCzExtM LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-6=-866,7-13=-10 Concentrated Loads(Ib) Vert:9=93(F)10=93(F)15=93(F)16=93(F)17=93(F)18=93(F)19=93(F)20=92(F) 17)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Lett:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-14=185,6-14=164,7-13=-6 Concentrated Loads(Ib) Vert:9=-134(F)10=-134(F)15=-134(F)16=-134(F)17=-134(F)18=-134(F)19=-134(F)20=-134(F) 18)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert 1-2=164,2-6=185,7-13=-6 Concentrated Loads(Ib) Vert:9=-134(F)10=-134(F)15=-134(F)16=-134(F)17=-134(F)18=-134(F)19=-134(F)20=-134(F) 19) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-402,7-13=-10 Concentrated Loads(Ib) Vert:9=-130(F)10=-130(F)15=-130(F)16=-130(F)17=-130(F)18=-130(F)19=-130(F)20=-130(F) 20)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-402,7-13=-10 Concentrated Loads(ib) Vert:9=-130(F)10=-130(F)15=-130(F)16=-130(F)17=-130(F)18=-130(F)19=-130(F)20=-130(F) 21) Reversal:Dead+0.6 MW FRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=85,7-13=-6 Concentrated Loads(Ib) Vert:9=-134(F)10=-134(F)15=-134(F)16=-134(F)17=-134(F)18=-134(F)19=-134(F)20=-134(F) 22)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-34,7-13=-6 Concentrated Loads(Ib) Vert:9=-134(F)10=-134(F)15=-134(F)16=-134(F)17=-134(F)18=-134(F)19=-134(F)20=-134(F) 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Ver:1-6=-402,7-13=-10 Concentrated Loads(Ib) Vert 9=-130(F)10=-130(F)15=430(F)16=-130(F)17=-130(F)18=-130(F)19=-130(F)20=-130(F) 24) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-402,7-13=-10 Concentrated Loads(Ib) Vert:9=-130(F)10=-130(F)15=-130(F)16=-130(F)17=-130(F)18=-130(F)19=-130(F)20=-130(F) 25) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-866,7-13=-10 Concentrated Loads(Ib) Vert:9=-148(F)10=-148(F)15=-148(F)16=-148(F)17=-148(F)18=-148(F)19=-148(F)20=-148(F) 26)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-866,7-13=-10 Concentrated Loads(Ib) Vert:9=-148(F)10=-148(F)15=-148(F)16=-148(F)17=-148(F)18=-148(F)19=-148(F)20=-148(F) 27)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-866,7-13=-10 Concentrated Loads(Ib) Vert:9=-148(F)10=-148(F)15=-148(F)16=-148(F)17=448(F)18=-148(F)19=-148(F)20=-148(F) 28)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate increase=1.60 Uniform Loads(plf) Vert:1-6=-866,7-13=-10 Concentrated Loads(Ib) Vert:9=-148(F)10=-148(F)15=-148(F)16=-148(F)17=-148(F)18=-148(F)19=-148(F)20=-148(F) ' f 0 WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7473 rev.10W3201S BEFORE USE. Design valid for use only with Ml lcrkIT connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a buss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall bulking design. Bracing indicated Is to prevent buckling of Individual truss web and/or Chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal InJuy and property dcinage. For u general guidance ce regarding the MiTek' fatxk:atkxa,storage.delivery.erection and bracing of trusses and truss systems.seeANSt/IPI I Qually 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 33610 Job Truss Truss Type i Qty Ply Anastasia T8663547 10006T0 FG05 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:44 2016 Page 1 I D:7xKpuve208uyNcSgCO3Yn4zHeSN-2AL9cO W nHVatmvFt2dyGvS4HVInzJQX3C9_wQezExtL 2.0.0 { 4-0-0 2.0.0 2-0-0 1 3x4= 22x4 I I 3 Scale=1:14.5 9a4= I J •• JUS24 5 JUS24 4 6 2x4 I I 2x4 11 2-0-0 4-0-0 2-0-0 2-0-0 1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.14 I Vert(TL) -0.01 5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.23 I Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS 1 I Wind(LL) 0.00 5 >999 240 Weight:58 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1328/0-3-8,4=1228/Mechanical Max Uplift 6=-355(LC 4),4=-301(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-1001/211,1-2=-653/171,2-3=-653/171,3-4=-1001/211 WEBS 1-5=-248/949,2-5=-917/94,3-5=-248/949 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psh h=25f1;B=45ft;L=2411;eave=4ft;Cat. , 111 1 11ii II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 `t,� ��Ii 4)Provide adequate drainage to prevent water ponding. ,�•� SPS A :44,61',"� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. $% ,.•'' i 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 :.k .••.,\G E N SF•;92•ice' will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. No 39.3.80 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 355 lb uplift at joint 6 and 301 lb uplift at --* • • joint 4. • 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28 has/have been modified. =-0ir: Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-9-12 from 1....."91' '.462.T' 141 � • . .' the left end to 2-9-12 to connect truss(es)to back face of bottom chord. i'...4‘•s-,, ' ''�1 11) Fill all nail holes where hanger is in contact with lumber. d 61 ' 0 R 1 V.••• •• X44 1 LOAD) A E(S)oof LStive(balanced):Lumber Increase=1.00 Plate Increase=1.00 i��ndard e.,,•0N A1-E %`�, Uniform Loads(plf) Thomas A.Albans PE No.39380 Vert:1-3=-415,4-6=-10 MITek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:7=-490(B)8=-488(B) Date: May 19,2016 wit , 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. Deslgi valid for use only with Mitek®connectors.this design Is based only upon parameters shown,and Is for cn hdivldual buN Wng component,not a truss system.Before use,the UrMc*sg designer must verify the appllcablity of design parameters and properly he orporate this design Into the overall building design. Brachy indicated Is to prevent trickling of lndtvklual truss web anti/or chord members only. Additional temporary and permanent tracing Mile k" Is always required for skrbtitty and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 6904 Parke East BNd. kn rirtcotk ,storage, on 'lasses delivery,erectia d bracing of'lasses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component Safely Information available from truss Plate Institute,218 N.Lee Street,Salle 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 'Qty Ply Anastasia T8663547 10006T0 FG05 Flat Girder :1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:44 2016 Page 2 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-2AL9cO W nHVatmvFt2dyGvS4HVI nzJQX3C9_wQezExtL LOAD CASE(S) Standard 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p11) Vert:1-3=-354,4-6=-10 Concentrated Loads(lb) Ven:7=-428(B)8=-426(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-210,4-6=-30 Concentrated Loads(Ib) Vert:7=-349(B)8=-344(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=37,4-6=-6 Concentrated Loads(lb) Vert:7=269(B)8=270(8) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=37,4-6=-6 Concentrated Loads(Ib) Vert:7=269(B)8.270(B) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-185,4-6=-10 Concentrated Loads(Ib) Vert:7=272(B)8=274(B) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-185,4-6=-10 Concentrated Loads(Ib) Vert:7=272(B)8=274(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-2,4-6=-6 Concentrated Loads(lb) Vert:7=269(B)8=270(B) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-48,4-6=-6 Concentrated Loads(Tb) Vert:7=269(B)8=270(B) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-185,4-6=-10 Concentrated Loads(Ib) Vert:7=272(B)8=274(B) 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-185,4-6=-10 Concentrated Loads(Ib) Vert:7=272(B)8=274(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(pif) Vert:1-3=-168,4-6.10 Concentrated Loads(lb) Vert:7.-241(B)8.-239(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-366,4-6=-10 Concentrated Loads(Ib) Vert:7=175(B)8=177(B) 14)Dead+0.75 Root Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-366,4-6=-10 Concentrated Loads(Ib) Vert:7=175(B)8=177(B) 15)Dead+0.75 Roof Uve(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-366,4.6.10 Concentrated Loads(Ib) Vert:7.175(8)8=177(8) 16)Dead+0.75 Roof Uve(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1.3=-366,4.6=-10 Concentrated Loads(Ib) Vert:7.175(B)8=177(B) 0 WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mlteke%connectors.this design Is based only upon parameters shown,and Is for an individual biking Component.not a truss system.Before use.the Lundin t designer must verity the applicability of design parameters and properly incorpxxaks this design it do Ite overall building design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for st<trulty and to prevent collapse with possible personal inlay and properly damage. I or general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and Inns systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information hove truss Plate institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss I Truss Type Qty i Ply Anastasia T8663547 10006T0 FG05 Flat Girder 1 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:44 2016 Page 3 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-2AL9cOW nHVatmvFt2dyGvS4HVInzJQX3C9_wQezExtL LOAD CASE(S) Standard 17)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=37,4-6=-6 Concentrated Loads(Ib) Vert:7=-386(B)8=-385(B) 18)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=37,4-6=-6 Concentrated Loads(Ib) Vert:7=-386(B)8=-385(B) 19) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-185,4-6=-10 Concentrated Loads(Ib) Vert:7=-382(8)8=-381(B) 20)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-185,4-6=-10 Concentrated Loads(Ib) Vert:7=-382(B)8=-381(B) 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-2,4-6=-6 Concentrated Loads(Ib) Vert:7=-386(B)8=-385(B) 22)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-48,4-6=-6 Concentrated Loads(lb) Vert:7=-386(B)8=-385(B) 23)Reversal:Dead+0.6 MW FRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-185,4-6=-10 Concentrated Loads(lb) Vert:7=-382(B)8=-381(B) 24)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-185,4-6=10 Concentrated Loads(Ib) Vert:7=-382(B)8=-381(B) 25)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-366,4-6=-10 Concentrated Loads(Ib) Vert:7=-487(8)8=-485(B) 26)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-366,4-6=-10 Concentrated Loads(Ib) Vert:7=-487(B)8=-485(B) 27)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-366,4.6=-10 Concentrated Loads(Ib) Vert:7=-487(B)8=-485(B) 28)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-366,4-6=-10 Concentrated Loads(Ib) Vert:7=-487(6)8=-485(B) 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MI relit)connec tors.this design is based only upon parameters shown.and Is for an Individual bolding component,not a truss system.Before use.the betiding designer must verity the aapf,Ik;abillty of design parameters and properly Incorporate this design Pito the overall balling design. Effacing Indicated Is to prevent budding of Inlets l truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal Yyuy and properly damage. For general gakknce regarding the fabrication,stoma.delivery,erection and bracing of tnrsses and truss systems,seeAN$l/1Pl l Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East BNd. Safety IMormaton avclable from truss Plate Institute,218 N.Lee Street,Salle 312,Alexandria,VA 22314. Tarrpa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T8663548 1000610 FG06 !Half Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:45 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-W MvXgMXP2oikN3g4cKTVRfdG W i0c2oVCQpjTy4zExtK 3.5-87.10.4 12-3-0 I 3-5-8 4-4-12 I 4-4-12 Scale=1:25.3 2 7.00'12 2x4 II 3x8= 3x4 I I 3x4 4x10= 4 5 1,441111111mffropp_000.L. 011. 11=111111111Z 4 N I-- III 1 1 1 8 10 1/ 7 12 13 a, 9 4x5= NAILED 2x4 I NAILED NAILED s 4x5= THDH26-3 NAILED 4x5= 3.5.87.10.4 12-3-0 3.5.8 4-4-12 I 4-4-12 I Plate Offsets(X,Y)— 11:0-1-12,0-1-8],[3:0-6-0,Edge1,f4:0-1-12,0-1-8],[6:0-2-8,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.05 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.11 7-8 >999 240 BCLL 0.0 " Rep Stress Incr NO WB 0.56 Horz(TL) 0.03 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS � Wind(LL) 0.03 7-8 >999 240 Weight:164 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=2391/0-3-8,9=2261/0-5-8 Max Horz 9=213(LC 32) Max Uplift 9=-46(LC 5) Max Gray 6=2504(LC 2),9=2261(LC 1) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-8=-107/1208,3-4=-3680/211,5-6=-604/0 BOT CHORD 8-9=-210/3469,7-8=0/3835,6-7=0/3835 WEBS 4-8=-821/161,4-7=-75/547,4-6=-4053/0,3-9=-3941/78 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. `.0111111/i Webs connected as follows:2x4-1 row at 0-9-0 oc. ,`0 S A ii 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 `,S MP 44 ,°, ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. `,� �� GENe-.1,p°0 i 3)Unbalanced roof live loads have been considered for this design. , A. • \., �` ..• / 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. NO 39380 • •: II;Exp C;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 w 5)Provide adequate drainage to prevent water ponding. 3; _� 6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. • 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 =.- ; • e will fit between the bottom chord and any other members. • . • ••. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 lb uplift at joint 9. • 'T• ;f' - 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34, �• O c ;, 35,36,37,38,39 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of °•••/,(<‘6%. j'�• •.•.9 f.1 1 ``� `$ is truss. 10)hUse USP THDH26-3(With 16d nails into Girder&16d nails into Truss)or equivalent at 3-8-4 from the left end to connect truss(es) ,''SS�ON A;s ,�``, to back face of bottom chord. 111111 11)Fill all nail holes where hanger is In contact with lumber. Thomas A.Albini PE No.39380 12)"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. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa Fl.33610 LOAD CASE(S) Standard Date: May 19,2016 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 14111-7473 rev.100312016 BEFORE USE. mil• Design valid for use only with Milo connectors.this design Is based only upon parameters shown.and Is for an Individual balding component.not a truss system.Before use,the building designer must verily the cpplicabllty oI design parameters and properly Incorporate this design Into the overall i biding design. Bracing indicated is to prevent buckling of Individual truss wet)and/or chord members only.Additional temporary crud permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Inks)/and property damage. for general guidance regarding the 6904 Parke East Blvd. Iabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/IPIl Quality Criteria,DSB-89 and SCSI Building Component Safety Information available horn truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty I Ply Anastasia T8663548 10006T0 FG06 Half Hip Girder 1 I 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 5 Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:45 2016 Page 2 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-W MvXgMXP2oikN3g4cKTVR(dGW i0c2oVCQpjTy4zExtK LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,3-5=-334(F=-124),6-9=-10 Concentrated Loads(Ib) Vert:7=-32(B)10=-1152(B)11=-32(B)12=-32(B)13=-34(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-80,3-5=-294(F=-124),6-9=-10 Concentrated Loads(Ib) Vert:7=-172(B)10=-969(B)11=-172(B)12=-172(B)13=-174(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-20,3-5=-194(F=-124),6-9=-30 Concentrated Loads(lb) Vert:10=-584(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=8,3-5=-43(F=-124),6-9=-6 Horz:1-2=-18,2.3=-15,1-9=21 Drag:3-4=-1 Concentrated Loads(Ib) Vert:10=279(B) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=19,3-5=-43(F=-124),6-9=-6 Horz:1-2=-29,2-3=-36,1-9=-25 Drag:3-4=-1 Concentrated Loads(Ib) Vert:10=279(B) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-35,3-5=-211(F=-124),6-9=-10 Horz:1-2=15,2-3=43,1-9=36 Drag:3-4=0 Concentrated Loads(Ib) Vert:10=283(B) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,3-5=-182(F=-124),6-9=-10 Horz:1-2=-14,2-3=-6,1-9=-10 Drag:3-4=0 Concentrated Loads(Ib) Vert:10=283(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=7.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=31,3-5=-68(F=-124),6-9=-6 Horz:1-2=-41,2-3=-49,1-9=-32 Drag:3-4=-1 Concentrated Loads(Ib) Vert:10=279(B) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=16,3-5=-91(F=-124),6-9=-6 Horz:1-2=-26,2-3=-34,1.9=-32 Drag:3-4=-0 Concentrated Loads(Ib) Vert:10=279(B) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,3-5=-182(F=-124),6-9=-10 Horz:1-2=1,2-3=9,1-9=-17 Drag:3-4=0 Concentrated Loads(Ib) Vert:10=283(B) 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,3-5=-182(F=-124),6-9=-10 Horz:1-2=1,2-3=9,1-9=-17 Drag:3-4=0 Concentrated Loads(Ib) Vert:10=283(B) 12) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-2=-20,3-5=-174(F=-124),6-9=-10 Concentrated Loads(Ib) Vert:7=-219(B)10=-419(B)11=-219(B)12=-219(B)13=-221(B) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Ml EK REFERANCE PAGE#411-7473 rev.10/03/2015 BEFORE USE. Design valid tot use only with Mlfeka connectors.Ns design Is based only upon parameters shown.and is ton an IndlvIdual balding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly ince('crate this design Into the overall bulking design. Bracing Indicated is to prevent buckling of Individual trss web and/or chord members only. Adaltkrnal temporary and permanent bracing MiTek• Is always required for stability and to prevent co1l013se with possible personal Injury and properly damage. For general guidance regarding the fa ricatlo n,storage,delNery.erection and tracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd. Safely Information avalatile from Truss Plate institute,218 N.tee Street,Suite 312,Alexandria.VA 22314. Tempa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T8663548 10006T0 FG06 Halt Hip Girder 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:45 2016 Page 3 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-W MvXgMXP2oikN3g4cKTVRfdGW i0c2oVCQpjTy4zExtK LOAD CASE(S) Standard 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(Of) Vert:1-2=-91,3-5=-321(F=-124),6-9=-10 Horz:1-2=11,2-3=33,1-9=27 Drag:3-4=0 Concentrated Loads(Ib) Vert:10=143(B) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-70,3-5=-300(F=-124),6-9=-10 Horz:1-2=-10,2-3=-5,1-9=-8 Drag:3-4=0 Concentrated Loads(Ib) Vert:10=143(8) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,3-5=-300(F=-124),6-9=-10 Horz:1-2=1,2-3=6,1-9=-13 Drag:3-4=0 Concentrated Loads(Ib) Vert:10=143(B) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,3-5=-300(F=-124),6-9=-10 Horz:1-2=1,2-3=6,1-9=-13 Drag:3-4=0 Concentrated Loads(Ib) Vert:10=143(B) 17)1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,3-5=-254(F=-124),6-9=-10 Concentrated Loads(lb) Vert:7=-32(B)10=-1152(B)11=-32(B)12=-32(B)13=-34(B) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pH) Vert:1-2=-20,3-5=-334(F=-124),6-9=-10 Concentrated Loads(Ib) Vert:7=-32(B)10=-1152(B)11=-32(B)12=-32(B)13=34(B) 19)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-2=-80,3-5=-234(F=-124),6-9=-10 Concentrated Loads(Ib) Vert:7=-172(B)10=-969(B)11=-172(B)12=-172(8)13=-174(B) 20)4th Dead+0.75 Roof Live(unbalanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-20,3-5=-294(F=-124),6-9=-10 Concentrated Loads(Ib) Vert:7=-172(B)10=-969(B)11=-172(B)12=-172(B)13=-174(B) 21)Reversal:Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,3-5=-334(F=-124),6-9=-10 Concentrated Loads(Ib) Vert:7=-32(B)10=-419(B)11=-32(B)12=-32(B)13=-34(B) 22)Reversal:Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-80,3-5=-294(F=-124),6-9=-10 Concentrated Loads(Ib) Vert:7=26(B)10=-419(B)11=26(8)12=26(B)13=23(B) 23)Reversal:Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-2=-20,3-5=-174(F=-124),6-9=-10 Concentrated Loads(Ib) Vert:7=45(B)10=-419(B)11=45(B)12=45(B)13=43(B) 24)Reversal:1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,3-5=-254(F=-124),6-9=-10 Concentrated Loads(Ib) Vert:7=-32(B)10=-419(B)11=-32(B)12=-32(B)13=-34(B) 25)Reversal:2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-20,3-5=-334(F=-124),6-9.10 Concentrated Loads(Ib) Vert:7=-32(B)10=-419(B)11=-32(B)12=-32(B)13=-34(B) 26)Reversal:3rd Dead+0.75 Roof Live(unbalanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-80,3-5=-234(F=-124),6-9.10 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 515.7473 rev.10/03/201S BEFORE USE Design valid for use only with MIlek8 connectors.Ns design is Ixrsed only upon parameters shown,and Is for an indhA AKl bulding component,not11111 a truss system.Before use,the biding designer must verify the as pticablity el design parameters and properly incorporate this design Into the overall briding design. Bracing Indicated Is to prevent txrckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Niel( Is always required for stability and to prevent collapse with possble personal inmy and property damage. For general gukfatae regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPtl Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plate institute,218 N.Lee Street.Sate 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty !Ply Anastasia T8663548 1000610 FG06 Half Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:45 2016 Page 4 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-W MvXgMXP2oikN3g4cKTVRIdGW i0c2oVCQp)Ty4zExtK LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=26(B)10=-419(B)11=26(B)12=26(B)13=23(B) 27)Reversal:4th Dead+0.75 Roof Live(unbalanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-2=-20,3-5=-294(F=-124),6-9=-10 Concentrated Loads(Ib) Vert:7=26(B)10=-419(B)11=26(B)12=26(B)13=23(B) 28)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=8,3-5=-43(F=-124),6-9=-6 Horz:1-2=-18,2-3=-15,1-9=21 Drag:3-4=-1 Concentrated Loads(Ib) Vert:10=-519(B) 29)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=19,3-5=-43(F=-124),6-9=-6 Horz:1-2=-29,2-3=-36,1-9=-25 Drag:3-4=-1 • Concentrated Loads(Ib) Vert:10=-519(B) 30) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-35,3-5=-211(F=-124),6-9=-10 Horz:1-2=15,2-3=43,1-9=36 Drag:3-4=0 Concentrated Loads(Ib) Vert:10=-515(B) 31)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,3-5=-182(F=-124),6-9=-10 Horz:1-2=-14,2-3=-6,1-9=-10 Drag:3-4=0 Concentrated Loads(Ib) • Vert:10=-515(B) 32)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=31,3-5=-68(F=-124),6-9=-6 Horz:1-2=-41,2-3=-49,1-9=-32 Drag:3-4=-1 Concentrated Loads(lb) Vert:10=-519(B) 33) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,3-5=-91(F=-124),6-9=-6 Horz:1-2=-26,2-3=-34,1-9=-32 Drag:3-4=-0 Concentrated Loads(Ib) Vert:10=-519(B) 34) Reversal:Dead+0.6 MW FRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,3-5=-182(F=-124),6-9=-10 Horz:1-2=1,2-3=9,1-9=-17 Drag:3-4=0 Concentrated Loads(Ib) Vert:10=-515(B) 35)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-21,3-5=-182(F=-124),6-9=-10 Horz:1-2=1,2-3=9,1-9=-17 Drag:3-4=0 Concentrated Loads(Ib) Vert:10=-515(B) 36)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-91,3-5=-321(F=-124),6-9=-10 Horz:1-2=11,2-3=33,1-9=27 Drag:3-4=0 Concentrated Loads(Ib) Vert:10=-898(B) 37)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 V WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7073 rev.10/032016 BEFORE USE. Design valid for use only with NtIleke:connectors.Ibis design B based only upon parameters shown,and B for m individual txulding component not a truss system.Before use,the LarlidIng designer must verify Ila applicability of design parameters and properly incolpolote this design into the overall bolding design. Bracing Indicated Is to prevent buckling of IrxllvIdual truss web aril/or chord members only. Additional temporary aril permanent bracing Mile k' Is always required for stability and to prevent collapse with possible personal hkay and property damage. For general gak:kr-:e regarding the fabilcatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/JPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Saltily Information avcilable from Truss Plate Institute.218 N.Lee Street,Suite 312.Ateza dda,VA 22314. I Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T8663548 1000610 FG06 Half Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:45 2016 Page 5 I D:7xKpuve208uyNcSgCO3Yn4zHeSN-W MvXgMXP2oikN3g4cKTVRfdG W i0c2oVCOpjTy4zExtK LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-70,3-5=-300(F=-124),6-9=-10 Horz:1-2=-10,2-3=-5,1-9=-8 Drag:3-4=0 Concentrated Loads(Ib) Vert:10.898(B) 38)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,3-5=-300(F=-124),6-9=-10 Horz:1-2=1,2-3=6,1-9=-13 Drag:3-4=0 Concentrated Loads(Ib) Vert:10=-898(B) 39)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,3-5=-300(F=-124),6-9=-10 Horz: 1-2=1,2-3=6,1-9.13 Drag:3-4=0 Concentrated Loads(Ib) Vert:10=-898(B) Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII7473 rev.10032015 BEFORE USE. Design valid for use only with MiTeld1 connectors.This design Is based only upon parameters shown,and Is for m meld al building component,not a truss system.Before use,the bulking designer must verify tie of plicoblity oI design parameters and properly incorporate this design Into the overall buldirlg design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional ternfxxary and permanent bracing Mile k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance ce regarding the fabrication,storage,delivery,erection and bracing of Busses and truss systems.seeANSI/TPI I Quality Crltarla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety informallon avclable from Truss Ptate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job j Truss I Truss Type I(Hy I Ply Anastasia 18663549 10006T0 FT01 FLOOR 3 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:46 2016 Page 1 I D:7xKpuve208uyNcSgCO3Yn4zHeSN-?YTv1 iY2p6gb?DOGA2_k_t9aK5OcnG?LfTTOUXzExtJ 3-9-8 I 7.5.4 I 11.1-0 14.10.8 3-9-8 3-7-12 3-7-12 3-9-8 Scale=1:25.4 Special 2x4 I I 4x5= 2x4 II 4x5= 2x4 II 1 2 3 4 5r E C 8 7 4x5= 4x10= 4x5= I 3-9-8 7-5-4 i 11-1-0 I 14-10-8 3-9-8 3-7-12 3-7-12 3-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 IC 0.36 Vert(LL) -0.06 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(TL) -0.11 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.03 6 n/a rl/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:75 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=1050/Mechanical,6=802/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-411/0,2-3=-1491/0,3-4=1491/0 BOT CHORD 7-8=0/1114,6.7=0/1113 WEBS 2-8=-1236/0,2-7=0/432,3-7=-347/0,4-7=0/432,4-6=1235/0 NOTES- 1) Refer to girder(s)for truss to truss connections. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) ,t% 111tIg,' '- ConcentVrated Loads(Irt: b)6-8=-10 `,,�•4PS A A��'- Vert:1=-248 ss Neo•'�G•E NS'••e'94,'. No 39380 -fl: • e r. i�I /o N A�iiiiiiiiEGOS Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 _ Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/732015 BEFORE USE. Design vdkl for use only with Mlleki9 connectors.this design Is based only upon rxxanroters shown,and Is for an individual building component.not a truss system.Before use.the txildng designer must verity the applIcat 4Ity of design pcaaneters 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 Irnkry and property damage. For general gnlckrnce regarding the I fabrication,storage.delivery.erection and bracing of trusses and truss systems,SeeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcilable from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Oty Ply Anastasia T8663550 10006T0 FT02 I FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:46 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-?YTv1 iY2p6gb?DOGA2_k_t9Ot5U3nNZLITTOUXzExtJ 2-8-4 5-4-8 2-8-4 2-8-4 Scale=1:15.6 1 3x4= 22x44 3 2x4 I 3x4 2 8 4 5-4-8 2-8-4 2-8-4 LOADING(psf) 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) 0.00 4 '•" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(TL) -0.03 3-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=280/0-3-8,3=280/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-254/0,2-3=-254/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,`,/1111111111/it' QoPS A, AZ '1, • No 39380 • • r •'F E f. 00. Si0 NAS t%;C��. Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 4 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. Design valid for use only with Mlloktt,connectors.This design is based only upon parameters shown-and Is for an Individual binding component,not a truss system.Before use,the l*Nding designer must verify the applicability of design parameters and properly incarrxrato tins design Into the overall bolding design. Bracing Indicated is to prevent bucid ng 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 tnrsses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Infofmallon available from buss Plate Institute,218 N.lee Street.Suite 312-Alexandria.VA 22:114. Tampa.FL 33610 Job Truss TTrltss Type Oty Ply ! Anastasia T8663551 1000610 i FT03 FLOOR 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:46 2016 Page 1 ID:7xKpuve208uyNcSgCO3Yn4zHeSN-?YTvt iY2p6gb?DOGA2_k_t9W_5TdnF3LfTT0UXzExtJ 5-9-611-3-4 16.6.8 i 5-9-6 5-5-14 5-3-4 Scale=1:27.9 Special 4x5= 2x4 II 3x4= 4x6= 4x5= 1 11 2 3 4 5 e o ® • ' • EX 9 B 6 2x4 II 3x6= 4x10= 3x4 2x4 II 5-9-6 11-3-4 16-6-8 I 5-9-6 { 5-5-14 i 5-3-4 Plate Offsets(X,Y)-- [3:0-1-12,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.04 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.13 Vert(TL) -0.06 8-10 >999 240 BCLL 0.0 i Rep Stress'nor NO WB 0.54 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code FBC20141TPI2007 Matrix-MS Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10=1035/0-3-8,6=152/Mechanical,7=1100/0-3-8 Max Uplift 6=-35(LC 3) Max Gray 10=1043(LC 3),6=229(LC 4),7=1100(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1010/0,1-2=-909/0,2-3=-909/0 WEBS 1-8=0/883,2-8=-633/0,3-8=0/1144,3-7=-964/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 4=20%,joint 9=20% 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 35 lb uplift at joint 6. 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. ,,,l i 1 1 1 1/g�� Strongbacks to be attached to walls at their outer ends or restrained by other means. ``��St PS A A t. LOAD CASE(S) Standard ��O�•G E•Ni--.-7,/,-- 1) e, Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 :: " ••�,\ , , °.0 Uniform Loads(pit) : No 39380 •: . Vert:1-5=-100,6-10.-10 Concentrated Loads(Ib) • Vert:11=-500 * - : fi �� —0: • o r _ ••_ :40: .... .-,,F• • O R ,O..'c1 ,• nllI1 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 is. o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MI1.7473 rev.11103/2015 BEFORE USE. Design valid for use only with MllekS,connectors.This design Is trued only upon parameters shown,and Is for an Indlvkkxtl Wilding 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 truckling 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 taus systems.seeANSI/TP11 Quality Crierla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avalc#le from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply ,Anastasia T8663552 10006T0 P01 (Piggyback 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:47 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-TI0HF2YgaQySdNzSkIVzX4iooVq_W quVu7Ca1 zzExtl 2.0.01 10-11-0 12-11-0 i 2-0-0 8-11-0 2-0-0 Scale=1:22.0 3x6- 2x4 II 2x4 I'. 2x4 I 13x6= 7.00:12 3 4 5 6 7 I — w w . ! B �� w — w 2 w w� 9 T. 1- - d1 •- Ian 3x4-- 12 11 10 3x4 -- 2x4 I 2x4 2x4 I 12-11-0 1 12-11-0 1 Plate Offsets(X,Y)-- (3:0-3-0,0-1-12],(7:0-3-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 8 rir 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.00 8 n/r 120 BCLL 0.0 • Rep Stress lncr YES WB 0.06 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 • REACTIONS. All bearings 11-3-2. (Ib)- Max Horz 2=29(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,8 except 11=-147(LC 8),12=-110(LC 9),10=-109(LC 8) Max Gray All reactions 250 lb or less at joint(s)2,8 except 11=345(LC 22),12=275(LC 21),10=275(LC 22) • FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 5-11=-259/196 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 6-5-8,Interior(1)6-5-8 to 10-11-0,Exterior(2) • 10-11-0 to 12-7-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. ,,,e I I I I H gi, 4)Gable requires continuous bottom chord bearing. ,Sfir, S A I//, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ``� .P........ �9 i, • 6)*This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,� �O,.• EN •., 1/p-'• will fit between the bottom chord and any other members. k s.,\ SF••• / i. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8 except(jt=lb) i 11=147,12=110,10=109. No 39380 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. r- . 4 T ,'1:- - "sign'sot Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Padre East Blvd.Tampa FL 33610 Date: May 19,2016 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M/7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mitek®connectors.this deskln 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 d-skin Into the overall building design. Bracing Indicated Is to prevent buckling of ixlivkival truss web and/or chord members only.Additkxvl temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal hktry and property damage. For general gukknce regarding the faSrlcatkrn,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke Easl Blvd. Safely Information available from truss Plate institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss I Truss Type Oty Pty Anastasia T8663553 10006T0 P02 Piggyback 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:48 2016 Page 1 ID:7xKpuve208uyNcSgCO3Yn4zHeSN-xxagSOZILj4JEWYIHSI C31F_.pv84FHIe6ny7ZPzExtH 4-0-0 8-11-0 12-11-0 I 4-0-0 4-11-0 1 4-0-0 Scale=1:22.0 3x6= 2x4 H 3x6= 4 14 5 15 6 - 7.00 1 13 1.-. 16 2x4 I i 2x4 II I 7 3 co N P 11 N N 2 A A 8 9 li co 12 11 10 _ 3x4 • 2x4 II 2x4 I 2x4 I 3x4= 12-11-0 12-11-0 1 Plate Offsets(X,Y)-- [4:0-3-0,0-1-12],[6:0-3-0,0-1-12] LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 8 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.00 8 rVr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-S Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-3-2. (Ib)- Max Horz 2=62(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,8,11,12,10 Max Gray All reactions 250 lb or less at joint(s)2,8,12,10 except 11=278(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24fh eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 4-0-0,Exterior(2)4-0-0 to 12-7-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. ,`�%111111/i, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,�� S A I/II 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 ,s OMP Aze III( will fit between the bottom chord and any other members. � •E• '9 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8,11,12,10. �� & •••\., G N`St<.••2j I• 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building . designer. No 39380 L(K • z • T, IIISS,0NA�• �%S% It Thomas A.Albans PE No.39380 Wok USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 4 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M TEK REFERANCE PAGE MR-7473 rev.HY03/2015 BEFORE USE. il, Design valid for use only with Mi tek<y connectors.this design is based only upon parameters shown-and Is for an Individual balding component,not a truss system.Before use.the balding designer must verify the applk:abllty of design parameters and properly hcorrxxate this design into the overall buildng design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent b rrx:Iim Milek Is always required for stability and to prevent coilopse with possible personal Wry and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/lP11 Quality Criteria,D5B-89 and SCSI Building Component 6904 Parke East Bird. Safety Information available from truss Plate institute.218 N.Lee Street,Suite 312.Alexandria VA 22:114. Tampa.FL 33610 Job Truss Truss Type Oty Ply Anastasia T8663554 1000610 P03 Piggyback I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:49 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-P782gjaw61CAsg7rrAYRcVn80JV0_kLoLRhg5rzExtG 6-0-0 6-11-0 , 12-11-0 I 6-0-0 l 0-11-0 6-0-0 Scale=1:23.0 3x6= 2x4 1I 3x6= 4 5 6 1El11141111111106 7.00 12 15 14 oro 2x4 I I 172x4 I 3 16 13 J fi8 2 •! 9 Ia V 6 6 12 11 10 = 3x42x4 I 2x4 I'. 2x4 I 3x4= 12-11-0 12-11-0 i Plate Offsets(X,Y)-- (4:0-3-0,0-1-12],(6:0-3-0,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 8 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.00 9 tVr 120 BCLL 0.0 ' Rep Stress Inc~ YES WB 0.06 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S 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. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-3-2. (Ib)- Max Horz 2=95(LC 11) .y Max Uplift All uplift 100 lb or less at joint(s)2,8 except 12.112(LC 12),10=-112(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,8 except 11=267(LC 1),12=290(LC 17),10=289(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-12=-264/206,7-10=-264/206 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=5.Opsf;BCOL=5.Opsf;h=25ft;B=45ft;L=24fh eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 6-0-0,Exterior(2)6-0-0 to 6-11.0,Interior(1)11-1-15 to 12-7-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 01011111114/1 3)Provide adequate drainage to prevent water ponding. ��s S A. �i,� 4)Gable requires continuous bottom chord bearing. ♦♦ �P A. io 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .r0••'GEN '9 ��. 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 ♦ k \,\ `SF•••2j •• will fit between the bottom chord and any other members. i 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8 except(jt=lb) N O 39380 • ••. 12=112,10=112. * • r 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building = — • w designer. =-b; • -T, _ . . a = ;... . • ,,e''SS��N111-E�-%•♦ "IIitttitt� Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 1 0 WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MRTEK REFERANCE PAGE 5111.7473 rev.10/03/2015 BEFORE USE. Mt , Design valid for use only with Milekars connectors.!Ns design is based only upon Ixrometers shown.and Is for an individual building component.not a truss system.Before use.the building designer must verify the appllcablity 01 design lxxvneters and properly Incorporate thisdesign Into the overall ' bulking design. Brach()Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' I Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage.delivery.erection and bracing of trusses and truss systems-SeeANSI/IPI1 Quality Criteria,DSB-59 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,'218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa-FL 33610 Job I Truss Truss Type lOty Ply Anastasia T8663555 10006T0 PO4 Piggyback �8 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:49 2016 Page 1 ID:7xKpuve208uyNcSgCO3Yn4zHeSN-P782gjaw61 CAsg7rrAYRcVn8aJVO_kLoLRhg5rzExtG 6-5-8t 12.11.0 6-5-8 6-5-8 Scale=1:24.9 4x5= 4 7.0012 12 2x4 II 11 52x4 II 3 P,1 V _ _ 6 aro 1 2 7 a aro 0 10 9 8 3x4— 3x4' 2x4 11 2x4 3x4- 12-11-0 I 12.11.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.00 7 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S 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. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-3-2. (Ib)- Max Horz 2=-102(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,6,9 except 10=-126(LC 12),8=-126(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,6 except 9=277(LC 1),10=305(LC 17),8=304(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-10=-290/207,5-8.290/205 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.3.11 to 3-3-11,Interior(1)3-3-11 to 6-5-8,Exterior(2)6-5-8 to 9-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,io t I I I I Iii, 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 0° S A. ii will fit between the bottom chord and any other members. `s 0 A, ', 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6,9 except ,sem\X ••G E N e-T moi, (jt=lb)10=126,8=126. �s '' .'�,\ SF••.;I% .. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building i designer. No 39380 .. w. ,_.,,,,, za . .fL: .., „:„. -i ,-... 0A1O••c,%'• 0, 0 es • iiiiiiiiiito Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6111-7473 rev.10132016 BEFORE USE. mit I Design valid for use only with Mlkakli connectors.P45 design is based only upon parameters shown,and Is lot an Individual txAding component,not a truss system.Before use.the building designer must verify the appilcabllty of design parameters and properly Incorporate this design Into the overall b uldng design. Bracing Indicated Is to prevent budding of IndMdud truss web and/or chord members only.Additional temporary and permanent txacing Milt*. Is always required for stabllty and to prevent collapse with possible personal Injury and properly damage. For general griddnce regarding the Parke East BNd. fabrication.storage.delivery,erection and tracing 01 trusses and truss systems.seeANSI/TPlt Quality 6904 Component ty Criteria,OSB-89 and BCSI Building Compont 69 P.F 33610 Safety Information avdabie from truss Rale Institute,218 N.Lee Street,Suite 312,Nexandrla,VA 22314. Job Truss (Truss Type Qty Ply 1 Anastasia T8663556' 10006T0 P05 i'PIGGYBACK 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:50 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-tKiQt3bYtLK1 Uqi 1 Pt3g8jKK?jsyjA)ora4REdlzExtF 6-5-8 12-11-0 6-5-8 6-5-8 Scale=1:21.5 4x10= 4 7.00 12 3r•, 5 15 14 Pli 6 2 16 11 13 illillII11111116. 7 1 -w w Ill w w. 'I r r r Ir r 12 11 10 9 8 3x4 i 3x4 12-11-0 I 12-11-0 l LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) rVa - rUa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) rVa - rVa 999 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 7 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-S 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.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-3-2. (Ib)- Max Horz 1=83(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,7,12,11,9,8 Max Gray All reactions 250 lb or less at joint(s)1,7,10,12,11,9,8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45th L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1.5.8 to 4-5-8,Interior(1)4-5-8 to 6-5-8,Exterior(2)6.5-8 to 9-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. `,�1111M/ill 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`�ts A, I/� 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 ,,�O0P A4 1 will fit between the bottom chord and any other members. ss .•r E N —1,1.0. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,7,12,11,9,8. �� k .. \e\ S '.•• . t• 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. No 39380 •.. , `u • •• , • � �• ' F •; OR \v. • oeS E�`�s 11J/ONA1 Thomas A.Albanl PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10/03/2015 BEFORE USE NI , Design valid for use only with MIIokt connectors this design Is lapsed only upon pczameters shown,and Is for cal IndMdual building component.not ' a truss system.Before use.the building designer must verify the oppticaWlN of design parameters and prd>(x:riy kx:ort orate this design Into the overall building design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary cnd permanent bracing MiTek. Is always recsrred for stability and to prevent collapse with posslNe personal inkay and property damage. lot general guidance regarding the 6904 Parke East Blvd.fabrication.storage.delivery,erection and bracing of trusses and truss systems.SeeANSI/lPt l Quality Criteria.DS8-89 and BCSI Building Component Safety Information avdkrble from Truss Plate Institute,218 N.Lee Street Suite 312,Nexarxida,VA 22314. Tampa.FL 33610 Job Truss I Truss Type Qty Ply 'Anastasia T8663557 10006T0 P06 Piggyback 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:51 2016 Page 1 ID:7xKpuve208uyNcSgCO3Yn4zHeSN-LWGo4PbAeeSt5_HDzbavhwtUK6COSdo4pkAnAkzExtE 2x4 I r Scale=1:11.3 3 7.00 12 , aC u. 1 2 .aD 4 2x4= 2x4 1 3-1-8 3-1-8 LOADING(psf) SPACING- 2-0.0 ( CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 1 Nr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 1 Nr 120 BCLL 0.0 • Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=82/2-3-9,2=121/2-3-9 Max Horz 2=69(LC 12) Max Uplift 4=-34(LC 12),2.38(LC 12) Max Gray 4=88(LC 17),2=121(LC 1) 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,111111111// 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. `tt S A, ,1 6)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building � oP Az designer. N. .j,o•• G E•N No 39380 yt 7. 7.-0' • - _- • • le t ••OR1.• ... 71/49%, .. ... X 11111 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.I0v32015 BEFORE USE. Design valid for use only with MITekv connectors.This design Is based only upon parameters shown.and Is for an hdMdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndNkdual truss web and/or chord members antY. Add ltiOnal temporary and permanent tracing MiTek- Is always required for stability and to prevent collapse with possible personal injury and property damage. fax general guidance rewiring the 6904 Parke East Blvd. fabrication.storage,delivery.erection and bracing of trusses and truss systems,SeeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component Safely Information available from Truss Plate Institute,218 N.lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 , Job Truss iTruss Type Qty Ply )Anastasia 1000610 P07 I Piggyback 1 3 Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu May 19 15:22:59 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-6Auveb44u?2oyyAtggSg9_PfEs13D4OUaDszeBzEvdg 16.5.1 19-0-9 22-7-8 18-5-1 6.1 3-7-8 Scale=1:38.4 2.00 12 7x6 8 7.00 112 3x6 J 6 19 : 21 5 18 x e: 17 4 r g 101 a 3 3x8= �n --- , C - �_ !:.4:.2 16 y � 0 15 14 13 12 11 10 3x6= 22-7-8 I 22-7-8 { Plate Offsets(X,Y)-- 17:0-3-0,0-2-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 8 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.00 8 n/r 120 BCLL 0.0 * Rep Stress Ina YES WB 0.02 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:237 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.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 10-0-0 oc bracing:10-11. REACTIONS. All bearings 22-1-9. - (Ib)- Max Horz 2=99(LC 9) Max Uplift All uplift 100 lb or less at joint(s)10,11 except 2=-166(LC 8),14=-108(LC 8),15=-192(LC 8), 12=-169(LC 9) Max Gray All reactions 250 lb or less at joint(s)10 except 2=276(LC 1),14=266(LC 1),15=458(LC 21), 12=361(LC 21),11=295(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-15=-332/239,6-12=-276/209 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. ,,, F �,� Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. ,�� ,i� 2)All loads are considered equally applied to all plies,except it noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to `NO% MPS A. A� ie,� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. •% ,Z• Qe,9 "j. 3)Unbalanced roof live loads have been considered for this design. ,��A( •.••\C E N S`i•••2/ °• 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GC0=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 19-3-8,Exterior(2)18-10-4 toN O 39380 21-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 —* 5)All plates are 2x4 MT20 unless otherwise indicated. — .--''w 6)Gable requires continuous bottom chord bearing. — 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • - T— a • • will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,11 except Qt=lb) .... ' • ••.4. 0 R \Q,••• ' . 2=166,14=108,15=192,12=169. e....,,,,1-6:11.0' �l�'S+/...N. •...GA��• 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� O N 4._:,...:0:411 1- �� 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building Sig �� designer. Thomas A.Alban)PE No.39380 LOAD CASE(S) Standard MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 r, Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. ith Design valid for use only with milekn connectors.this design is based only upon parameters shown,and Is for an individual building component.nol a truss system.Before use,the building designer must verify the applicability of design parameters and properly alcorporate this design into the overall budding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary<xxd rerrnarent bracing MRTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general gridence regarding the fabrication,storage,delivery.erection and bracing of trusses and thus systems-sueANSI/TPlt Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from inns Plate institute,218 N.Leo Street.Suite 312.Alexandria-VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply I Anastasia T8663559 10006T0 P08 Piggyback 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:52 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-pigAl IcoPyakj8sQW 159E7PbkW UOB3hE 1 OwLIAzExtD 6-5-8 0• 25.5-8 1 6-5-8 d-6-15 18-5-1 Scale=1:43.8 3x6= 2.00112 3 4 3x6 7.00111 2x4 11 2x4 II iii•A. 5 2x4 II 2 " 6 18 7x10 17 r1 ^ 16ii . 7 6 7, 1 4x10= Ia 1 w 1 w 9 1 i - O K : .........• •...........• y •...........• •.............• __ . ,, 612 •♦•3x4•-.:-- ♦K 2x4 I•• ••••2x4♦�I •♦i2x4•�•• ••�•2x4•II••♦ 10 ern 6 15 14 13 12 11 3x6— 3x6 25-5-8I 1 25-5-8 Plate Offsets(X,Y)-- [3:0-3-0,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lora) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.05 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.14 8-11 >740 180 BCLL 0.0 * Rep Stress Ina YES WB 0.09 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 7-9:2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.2 10-0-0 oc bracing:8-11. OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-5-0 except(jt=length)9=0-5-8. (Ib)- Max Horz 1=-78(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1 except 12=-118(LC 8),14=-121(LC 8),15=-123(LC 12), 11=-242(LC 9),9=-119(LC 9) Max Gray All reactions 250 lb or less at joint(s)1 except 12=256(LC 22),14=339(LC 1),15=364(LC 17), 11=577(LC 1),9=305(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 5-14=-255/162,2-15=-295/186,7-11=-440/294 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=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat. 0%111114/i II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)1-0-5 to 4-0-5,Interior(1)4-0-5 to 6-5-8,Exterior(2)6-5-8 to ,%StS A 14? 7-0-7 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,� OMP 014 I,,, 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. •N ,Z, �E� .9 .. 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 :. k •.\.\C' N`SFS•,2j °• will fit between the bottom chord and any other members. • i 5)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifyN O 39380 _1:. capacity of bearing surface. * • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 12=118,14=121,15=123,11=242,9=119. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building •• TA •' ..e. designer. �•' e • � .• i ,..)i � `ON A� • 'ism Iwo' Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 0 WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. mi Design valid for use only with Mink®connectors.this design is based only upon parameters shown.and Is for an individual Wiring component.not a truss system.Before use,the building designer rust verify the applicability of design parameters and property incorporate this design Into the overall bolding design. Bracing indicated Is to prevent bucking ng of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always regtired for stability and to prevent colts ae with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of tenses and truss systems.seeANSI/Wil 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,Alexarxdrta.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T8663560 10006T0 TO1 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:53 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-HvOZV5dRAGjbLI Rc40cOmLyjAwniwXvNG2f uEdzExtC 1-4-12 6-0-0 I 1-4-12 ( 4-7.4 Scale=1:19.6 NAILED 7.00;12 4x5= NAILED NAILED 2 7 8 3 , i jiu� 1 1 A 2x4 1 �� 1 1111 .N `il 1 1 1 1 - PIA 5 9 10 �, 2x4 II NAILED NAILED 6 NAILED 4 2x4 II 1-4-12I 6.0-0I 1 1-4-12 4-7-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.17 4.5 >415 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.19 4-5 >357 180 BCLL 0.0 * Rep Stress Ina NO WB 0.02 Horz(TL) 0.28 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=151/Mechanical,6=234/0-5-8,4=82/Mechanical Max Horz 6=88(LC 8) Max Uplift 3=-131(LC 5),6.155(LC 4),4=-57(LC 8) Max Gray 3=165(LC 29),6=281(LC 31),4=115(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;End.,GCpi=0.18;MWFRS(directional);end vertical lett exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,,11 n 1 l U U g,11 6)Refer to girder(s)for truss to truss connections. ♦��` f�S A, "te 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) ♦♦♦ i�f` A40 ij, 3=131,6=155. I 8)"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. ♦♦♦A. •• .•••\G E N Se. • �Z• j o,� 9)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 * ;_��7. 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) :... . Ven:1-2=-60,2-3=-60,4-6=-20 T. •IL Concentrated Loads(Ib) (j =� � *•!V Vert:5=-2(B)9=-1(B)10=-1(B) ��, O R 1�.'.�\�,♦'' • •, �` • ,S,0 N A;EC��♦ Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 0 WARNWG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mr-7473 rev.10/03/215 BEFORE USE. N-. Design valid for use only with MileW connectors.this design Is based only upon parameters shown,and is for an IndMduol ix/Wing 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 bteding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Addltkrsal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regaalng the fabrication,storage.delivery.erection and bracing of tr sses and truss systems seeANSI/1P11 Quality Criteria,DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 'Job Truss Truss Type Qty Ply Anastasia T8663561 1000610 T02 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:53 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-HvOZV5dRAGjbLI Rc40cOmLyk9wmEwXbNG2fuEdzExtC 3-4-12 6-0-0 3-4-12 2-7-4 4x5= Scale=1:25.0 2 7.00 12 3 �� 3x4 I c. 1 �' 1 • _t 5 6 2x4 I 4 3x4= 3-4-12 6-0-0 3-4-12 2-7-4 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.15 5-6 >473 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.21 5-6 >338 180 BCLL 0.0 Rep Stress'nor YES WB 0.04 Horz(TL) 0.34 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=125/Mechanical,6=232/0-5-8,4=106/Mechanical Max Horz 6=136(LC 12) Max Uplift 3=-74(LC 9),6=-15(LC 12),4=-43(LC 12) Max Gray 3=125(LC 1),6=232(LC 1),4=113(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft;B=45ft;L=2411;eave=4th Cat. Il;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,�, will fit between the bottom chord and any other members. �•%‘ Cj A, 6)Refer to girder(s)for truss to truss connections. 4S kP 1 i 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,6,4. �� 0•••'••E• 'd'•• • No 39380 • M (Or.- • , S �,•' � ��` ' SON A1-� Thomas A.Alban)PE No.39380 Mak USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1003/2015 BEFORE USE. Design valid for use only with Mitoks conrxx-tors.Ills design is based only upon parameters shown.cold Is for an Indlvkkxi balding component,not a Inas system.Before use,the i*Mding designer must verify the applicabliy of design rxraneters 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 rex/tired for Mabel,/and to prevent collapse with possible personal Injury and property damage. For general guidance regardng the • fab dcatkxt storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Site 312,Alexandria VA22314. Tampa,FL 33610 •Job Truss Truss Type •Qty Ply Anastasia T8663562 • 1000670 703 Half Hip I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:54 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-m5xxjRe3xZrSyS0oej8dJYVokK4Vf_XXViPRm3zExtB 5-4-1216.0.01 5-4-12 0-7-4 3x6_ Scale:318"=1' • 7.00 12 � j 7 2x4 II 6 1 i ' it ►Z� 5 4 5x10 MT2OHS I` 3-0-0 6-0-0 3-0-0 3-0-0 Plate Offsets(X,Y)— ]2:0-3.0,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 1 Vert(LL) 0.11 4-5 >605 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.19 4-5 >357 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.34 3 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=162/Mechanical,5=232/0-5-8,4=69/Mechanical Max Horz 5=184(LC 12) Max Uplift 3=131(LC 12),4=-11(LC 12) Max Gray 3=176(LC 17),5=232(LC 1),4=112(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=2411;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 5-4-12,Exterior(2) 5-4-12 to 5-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. ,,' iii i/// 4)All plates are MT20 plates unless otherwise indicated. `SO S A //'1, ' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ``s OoP 446 ,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 `. • G E•N -y , will fit between the bottom chord and any other members. � k .• V\ SS •••-/j °I 7)Refer to girder(s)for truss to truss connections. • i 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) No 39.380 • t 3=131. * 0. T' ii ;e: .,i5'S+'tii,,ONAl��0 stt Thomas A.Albans PE No.39380 MWTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 0 WARNING-Verify design param tars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 ray.10N2201S BEFORE USE. Design valid for use only with Mi MOT.connectors.Iris design Is based only upon parameters shown,and Is for an Individual balding component,not lil , a truss system.Before use.the building designer must verify the applicability of design Ixxarrreters and properly Incorporate this design into the overall building design. [racing Indicated Is to prevent buckling of indMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regadIng the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Crnsrla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safsy Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 k EJob 'Truss Truss Type Oty Ply Anastasia T8663563 10006T0 T04 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:55 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-E HVJwnfhitzJaba?CRfsrm163kRcOQegjM8?JVzExtA 2.0.0 5-4-12 2-0-0 3-4-12 ' Special Scale=1:15.7 4x5= NAILED 7.001W2x4 II 3 9 4 2 11 fl A 2x4 II - 1 - - - H 82.4 II 82.4 II 10 S NAILED Special 7 2x4 I 1-3-0 2.0.0 5-4-12 1-3-0 0-9-0 I 3-4-12 T LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) 0.06 5-6 >742 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(TL) -0.14 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=74/Mechanical,5=-3/Mechanical,7=-94/0-7-12 Max Horz 7=70(LC 8) Max Uplift 4=-92(LC 5),5=-50(LC 5),7=-528(LC 25) Max Gray 4=95(LC 36),5=61(LC 30),7=291(LC 39) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide W I W W W I/fI will fit between the bottom chord and any other members. ��, a A. �4 6)Refer to girder(s)for truss to truss connections. ♦♦♦ 0P A4 1 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) ♦ 0,. 7=528. `♦,,/`e. •.��Ci E N S�•.9iji��,i 8)"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. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)183 lb down and 466 lb up at No 39_380 •.•. _ 2-0-0 on top chord,and 125 lb down and 416 lb up at 2-2-2 on bottom chord. The desigrVselection of such connection device(s)is ti the responsibility of others. _w 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .- ; • s • LOAD CASE(S) Standard -�--.'� ,,,f" •: . 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ..e.-'t....." . � ♦♦ Uniform Loads(plf) 00 F•• 0 R 1 0.•' s\ ♦♦ VConcentrated Loads(lb)rt: 4=-60,5-8=-20 ee11'4/ N A��?�`,♦ Vert:3=197(8)6=244(B)10=-3(B) 1 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 f, 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMEK REFERANCE PAGE MR-7473 rev.10173/201S BEFORE USE Mt • Design valkt for use only with MMTeke connectors.Ibis design Is based only upon parameters shown,and Is for an lidMdual building component.not a truss system.Before use,the building designer must verify the applk:abltty of design parameters and properly trcorporale this design Into the overall building design. Bracing indicated Is to prevent truckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing NIA'k' it Is dways requked for stability and to prevent collapse with possble personal injury and properly damage. For general guidance regaling the fatricatk,n,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avoidable from Truss Plate Institute,218 N.lee Street,Suite 312,Nexa drip,VA 22314. Tanya.FL 33610 't Job Truss Truss Type `Oty Ply Anastasia 18663564 1000610 T05 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:55 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-E HVJwnthitzJaba?CRfsrm 16BkUC0R3gjMB?JVzExtA 4-0-0 5-4-12 4-0-0 1-4-12 4x5= Scale=1:21.4 2 3 1 7.00 12 7 m�� . 0 2x4 1111111411 6 2x4 II 2x4 I' 4 4-0-0 { 5-4-12 4-0-0 1-4-12 Plate Offsets(X,Y)-- (6:0-2-0,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.07 5-6 >841 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.12 5-6 >498 180 BOLL 0.0 • Rep Stress Incr YES WB 0.05 Horz(TL) 0.11 3 n/a n/a BCDL 10.0 Code FBC2014TTP12007 Matrix-MS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, SOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 SOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=81/Mechanical,6=208/0-5-8,4=127/Mechanical Max Horz 6=118(LC 12) Max Uplift 3=-32(LC 9),6=-18(LC 12),4=-66(LC 12) Max Gray 3=81(LC 1),6=208(LC 1),4=134(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=S.Opsf;BCDL=5.0psf;h=25ft;B=45f1;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 4-0-0,Exterior(2)4-0-0 to 5-4-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. _011111111/iii. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0" AS A. � Ns 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 %s gA� I, will fit between the bottom chord and any other members. N N •••GEN•••e'9 'i 6)Refer to girder(s)for truss to truss connections. �• k \,\ `s�`•••2j 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,6,4. No 39.380 • r. 7� , • j ••1 .'• • 4. 0 'oN• • Ai EC•��. Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 Q WARNING•Wally dosIgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev-imams BEFORE USE Design valid for use only with MITek5..connectors.This design is based only upon paaneters shown,and Is for an individual building component not a truss system.Before use,the Lx/ling designer must verify the of plicablity of design parameters and properly Incorporate this design into the overall building design. Bruchg indicated Is to prevent txrckling or individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possldle personal hluy and property damage. ba general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalkt4e from Truss Plate Institute-218 N.Lee Street,Sulte 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Ory Ply Anastasia T8663565 10006T0TO6 Half Hip Girder 1 1 I i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:56 2016 Page 1 ID:7xKpuve208uyNcSgCO3Yn4zHeSN-i U3h87fJSB5ACI9B18A5Oza987ne7pFgyOuYrxzExt9 5-4-12 12-0-0 I 5-4-12 6.7.4 4x5= NAILED NAILED NAILED 3x5= Scale=1:25.2 2 7 8 9 3 nn nn nn 1-;- 7.0012 3x4 i 1 1 a — nn n n nn nn 1111 10 115 12 13 14 4 6 NAILED NAILED 4x10— NAILED NAILED 3x4 II 2x4 I NAILED 5-4-12 12-0-0 5-4-12 6-7-4 Plate Offsets(X,Y)-- 11:0-1-8,0-1-81,(3:0-2-0,0-1-8],14:0-2-8,0-1-8) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.07 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.18 4-5 >786 180 BCLL 0.0 * Rep Stress Incr NO WB 0.37 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, 2-3:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=760/Mechanical,6=650/0-5-8 Max Horz 6=151(LC 8) Max Uplift 4=-380(LC 5),6=-285(LC 8) Max Gray 4=760(LC 1),6=683(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-828/336,2-3=-662/335,3-4=-662/401,1-6=-593/248 WEBS 3-5=-363/719,1-5=-196/519 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psh h=25ft;B=45ft;L=24ft;eave=41t Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. ,, g I I I I//i 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. %‘, s A. 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 `ss‘ow. A,e , will fit between the bottom chord and anyother members. �� 5)Refer to girder(s)for truss to truss connetions. `:�,`�`•,.V�G E•N 5�.; /tet• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=380,6=285. No 39380 7)"NAILED"indicates 3-10d(0.1485(3")or 3-12d(0.148'x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. k ;_ 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Tom. Uniform Loads(plf) i1`� `� ; .•- � Vert:1-2=-60,2-3=-60,4-6=-20 ie, s•` Q R 1 0.••c.1%,�� Concent ) Vert:7=-83(F)Loads b8=-83(F)9=-83(F)10=16(F)11=-107(F)12=-44(F)13=-44(F)14=-44(F) ,11��S�0N A,�s s% Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. Design valid for use only was Milek19 connectors.this design Is based only upon parameters shown.and is for an individool holding component,not I NE. a truss system.Before use,the building designer must verity the applicablity of design parameters and properly kxc<rboiato this design Into the overall I bending design. Bracing indicated Is to prevent buckling of individual tr ss 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 gukknce regarding the fabricatkrn,storage,delivery,erection and bracing of busses and truss systems,seeANSI/TPI1 Quality Cr feria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Iruss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Anastasia I T8663566 10006T0 T07 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:57 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-Agd3LTgxDUD1pvkNJrhKxB6OcXBSsFRzBgd6NOzExt8 7.4.1212.0-0 7-4-12 4-7-4 5x8= 2x4 I I Scale:3/8'=1' 3 12 4 D 7.00112 11 F 5x6* 2 1 0 a r/ 13 6 5 4x10 II 2x4 I! 3x4= 7-4-12 12-0-0 7-4-12 i 4-7-4 Plate Offsets(X,Y)-- f1:0-3-8,EdgeL 13:0-6-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.11 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.20 6-9 >695 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.44 Horz(TL) 0.08 1 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=474/0-5-8,5=474/Mechanical Max Horz 1=178(LC 12) Max Uplift 1=-82(LC 12),5=-172(LC 9) Max Gray 1=490(LC 17),5=490(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-462/140 BOT CHORD 1-6=-184/354,5-6=-184/361 WEBS 3-6=0/284,3-5=-541/275 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45f1;L=24ft;eave=41t;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-4-12,Exterior(2)7-4-12 to l s 1 11//i 11-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0%�,(�S A. ,,11 2)Provide adequate drainage to prevent water ponding. ``• 1�r` Ade I�, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� .r0 .•G E•N ,, 4)'This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .1' '' •••\,� `S ••.2/ °• will fit between the bottom chord and any other members,with BCDL=10.Opsf. 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)1 except(jt=lb) * ,;_ 5=172. iiiitilititts Thomas A.Albans PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 / int Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev.10/03/201S BEFORE USE f Design valid for use only with MliekO connectors.This design is based only upon paraneters shown.and Is for an individual building component,nol a truss system.Before use,the building designer must verify the ar i tik:atility 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. Addltton i temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication. storage.delivery,erection and bracing of trusses and truss systems,seeANS1/IPI1 QuaNty Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Salle 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type TQty I Ply Anastasia T8663567, 10006T0 TO8 Half Hip 1 1 I I Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:57 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-Agd3LTgxDUD1 pvkNJrhKxB6TtXBdsl7zBgd6NOzExt8 4-10-2 9.4.12 12-0-0 I 4-10-2 4-6-10 l 2-7-4 4x5= 3x4= Scale=1:38.5 3 4 I 7.00 FIT 3x4 i 2 10 csi ,I, Allillil9 3x4 i 11 8a•M_i6 7 5 2x4 I 3x4= 3x8= 2x4 I I 1-2-4 9-4-12 12-0-0 1-2-4 8-2-8 2-7-4 Plate Offsets(X,Y)-- 11:0-1-12,0-1-81,17:0-1-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.20 6-7 >618 180 BCLL 0.0 • Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:83 lb FT=20% 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=414/Mechanical,7=522/0-7-12 Max Horz 7=247(LC 12) Max Uplift 5=-181(LC 12),7=-99(LC 12) Max Gray 5=419(LC 17),7=522(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5=-462/255 BOT CHORD 6-7=-259/411 WEBS 2-7=-408/165,2-6=-307/222,4-6=-218/463 NOTES- 1)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=241t;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-4-12,Exterior(2) 9-4-12 to 11-10-4 zone;cantilever left exposed;end vertical left exposed;C-C for members and forces&MW FRS for reactions ,,'� I I11IgI, shown;Lumber DOL=1.60 plate grip DOL=1.60 ��.00111111111111. S A. I ,, 2)Provide adequate drainage to prevent water ponding. •S OMP A4B iiia 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ,$� •.... ... ESNe-.-9 • 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 �� k ••\,\ r .2j °• will fit 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)7 except(jt=lb) ; 5=181. — .�— 7.-T3 • :.-s' _ ., , ..404.----- 'moi °,it •' OR1v.,* \• �' � C? omniso" Thomas A.Alban!PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R-33610 Date: May 19,2016 __ 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6111-7473 rev.Idt3/2015 BEFORE USE. mitDesign valid for use only with Mllei&connectors.Ibis design is based only upon parameters shown.and is for an Indfivklixi balding component,not a truss system.Before use,the bulking designer must verify the crppllcabllity of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or Chord members only. Additional temporary and permanent tracing MiTek is always required for stability and to prevent collapse with pnal ossible persoIniury andn property damage. for general grddcce regarding the tabrk:ation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from less Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty !Ply Anastasia T8663568 10006T0 T09 Half Hip 1 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:58 2016 Page 1 ID:7xKpuve208uyNcSgCO3Yn4zHeSN-e5BRYohZ-oLuR3JatZCZTOfUOxPcb17610KNfvgzExt7 6-5-8 11-4-12 12-0-0 6-5-8 I 4-11-4 0-7-4 3x6=2x4 II Scale=1:45.1 4 5 1 7.00 Fri 3x5 iiiiiiiii......14N3 Nh f` h h 135x61 _--, 2 14$0 3x4= 3x4= d 1r N - ■ Y 4x10 II 3x4 II 3.1.13I 6-5.8 6-514 12-0-0 -I 3-1-13 3-3-11 0- -6 5-6-2 Plate Offsets(X,Y)-- f 1:0-3-8,Edgel,13:0-1-4,0-1-81,14:0-3-0,0-1-12],[7:0-2-0,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.60 11 >126 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(TL) -0.32 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix MS Weight:65 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 3-8:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-1-14 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 8=1014/3-4-1,8=1014/3-4-1,7=0/3-4-1,6=-66/Mechanical Max Horz 8=273(LC 12) Max Uplift 8=-68(LC 12),6=-181(LC 12) Max Gray 8=1014(LC 1),8=1014(LC 1),6=20(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-381/450 BOT CHORD 1-8=-327/157,7-8=-942/114,3-7=-868/154,6-7=-517/0 WEBS 3-6=0/573 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=459;L=241t;eave=4tt;Cat. �� II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterlor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-4-12,Exterior(2)11-4-12 `0% �I�� to 11-10-4 zone;cantilever left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip ,`,sO_PS A, ASB'ii, DOL=1.60 �� •E -9 2)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. `� .��,••\,\" N S'c.•.•' • 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 No 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 d will fit between the bottom chord and any other members. — • �'� 6) Refer to girder(s)for truss to truss connections. =-p• / 7)Bearing at joint(s)7 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify • = -6T / • capacity of bearing surface. - - •ei 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) i' ,, ,-.•t — s'„ . �� 6=181. • . 0 R1�••••\ "iiiiiiiIi Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 ith, 0 WARNING•Wordy dosign parmneters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. Design valid la use only with Weld/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<ksslgrr rxxameters and properly Incorporate this design into the overall balding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek, is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fctrdcation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatton available from truss Plate institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type Qty Ply Anastasia T8663569 10006T0 T10 Roof Special I2 1 Job Reference(optional) Building Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:49:58 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN•esBRYohZ_oLuR3JatZCZTOfULxPdbIA6QKNIvgzExt7 I 6-5-8 12-0-0 6-5-8 5-6-8 2x4 I Scale=1:46.1 4 7.00 12 13 4x63 � i Ii 0 t2 5x6 i �� .=, 2 1 3x4= 4x5= o i4 /O. w a sffi 1,7,117 3x5 !I 4x10 II 6-0-0 6.5 12-0-0 6-0-0 0-5 5-6-8 Plate Offsets(X,Y)-- [1:0-2-0,0-0-61[3:0-2-0,0-2-0],[6:0-2-0,Edge],[7:0-2-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.60 10 >126 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(TL) -0.32 5 n/a n/a BCDL 10.0 Code FBC2014/f PI2007 Matrix-MS Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, SOT CHORD 2x4 SP No.2`Except' except end verticals. 3-7:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-1-14 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 7=1014/0-5-8,5=-66/Mechanical Max Horz 7=283(LC 12) Max Uplift 7=-335(LC 12),5=-142(LC 9) Max Gray 7=1014(LC 1),5=132(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-422/476 BOT CHORD 1-7=-291/401,6-7=-942/586,3-6=-868/608,5-6=-514/270 WEBS 3-5=-295/566 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25f1;B=45ft;L=24ft;eave=4ft;Cat. ,4'4 u I 1 s/1, 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 11-10-4 zone;cantilever left ,s‘� l�S A, �t, exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `s• O0 04,61.1. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦ ••CEN '9A_ 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 ♦♦ A .••\.,� `S . .•2, 10 will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. No 39380 • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=335,5=142. — :€ r 11090 •4 �. . 1� ••K/j • 'eNs • 1.)70 N A E�l. ON. Thomas A.Alban'PE No.39380 MWTek USA,Inc.FL Cert 6634 6904 Parte East Blvd.Tampa FL 33610 Date: May 19,2016 � t 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE. 111111 Design valid for use only with Milekci9 connectors.INS design Is based only upon parameters shown,and Is for an individual landing component,not a truss system.Before use.the braiding designer must verify the applicability of design parameters and property incorporate nils design into the overall briding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Add doral temporary a d permanent tracing i MiTek Is always required for stability and to prevent collapse with possble personal Inksy and property damage. for general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria.DSB489 and SCSI Building Component 6904 Parke East Blvd. Solely information available from buss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 1 Job Truss Truss Type j Qty Ply Anastasia T8663570 10006T0 T11 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:00 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-aFJCzUiq W PbcgNTy_E 1 YpksN15b3W 6Ptesm_jzExt5 I 6.0.0 11-7-2 I 17-0-8 22-5-14 { 28-1-0 6-0-0 5-7-2 5-5-6 5-5-6 5-7-2 Scale=1:51.9 NAILED NAILED 4x10= NAILED 2x4 H NAILED NAILED 4x6= NAILED NAILED 3x4 NAILED NAILED 3x6=NAILED 3x4 NAILED 5x12= 7.0011Y 2 17 18 3 19 20 21 22 4 23 5 24 25 6 26 27 28 7 OE M fl• nn nn - @nrre nn nn / 161 3x8------ I o da nnn nn n=' nn nn an rn e i nn nn nn nn 0 g 14 29 30 31 13 32 33 12 34 3511 1036 37 38 9 39 40 8 Q 4x5 I NAILED 3x5_NAILED NAILED 3x4= NAILED8 MT2OHS— NAILED NAILED 3x5= NAILED 2x4 i I NAILED NAILED NAILED NAILED 3x8= NAILED NAILED NAILED 6-0-0 11-7-2I 17-0-8 22-5-14 i 28-1-0 I 6-0-0 5-7-2 5-5-6 5-5-6 5-7-2 Plate Offsets(X,Y)-- [2:0-7-8,0-2-0],16:0-1-12,0-1-8],17:0-3-8,0-3-0],19:0-2-4,0-1-81,110:0-1-8,0-1-81,113:0-2-4,0-1-81 LOADING (psf) I SPACING- 2-0-0 ' CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.18 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.28 10-12 >999 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr NO WB 0.83 Horz(TL) 0.07 16 n/a Na BCDL 10.0 i Code FBC2014/TP12007 Matrix-MS Weight:190 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. 7-9:2x6 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (lb/size) 14=1720/0-5-8,16=1134/0-3-8 Max Horz 14=198(LC 8) Max Uplift 14=-962(LC 8),16=-1340(LC 5) Max Gray 14=1818(LC 36),16=1513(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2080/1160,2-3=-2532/1597,3-4=-2351/1600,4-6=-2351/1600,6-7=-1403/1116, 1-14=-1655/912 BOT CHORD 12-13=-1055/1747,10-12=-1597/2532,9-10=-1116/1403 WEBS 2-12=-783/1119,3-12=-506/543,3-10=-373/0,4-10=-493/442,6-10=-686/1322, 6-9=-1142/831,7-9=-1411/1805,1-13=-914/1665 NOTES- `,`,�111111111jJJJ, 1)Unbalanced roof live loads have been considered for this design. ��,,Q�PS A A�e,i��i 2)Wind:ASCE 7-10;Vult=130mph(3 second gust)Vasal=101mph;TCDL=S.Opsf;BCDL=5.Opsh h=2511;6=4511;L=2811;eave=4ft;Cat. ,� G E•N 4 II;Exp C;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 � '� ;•V SSC`•••2j �� 3)Provide adequate drainage to prevent water ponding. • i 4)All plates are MT20 plates unless otherwise indicated. NO 39__380 • 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide : will fit between the bottom chord and any other members. -o• • 7)Bearing at joint(s)16 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify e _T• • • ..e. capacity of bearing surface. . r- j' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �i�,P=, ; •', z, 14=962,16=1340. °•i�� .• O R 1?•••�� ••� 9)"NAILED" lIn the DLOAD CASE(S3-10d secttion,loads or totheface of the trussls.For are noted re as fronts(F)fer to or back MiTek's ST-TOENAIL Detail. e1isS�Q N A,� �s,` LOAD CASE(S) Standard Thomas A.Albans PE No.39380 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MRek USA,inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-2=-60,2-7=-60,8-14=-20 Date: May 19,2016 Q WARNMO•Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev.10/031201S BEFORE USE. Design valid for Use only with Mllekb connectors.Ibis di s design Is based only upon parameters shown-and Is for an Individual kidding ual kdi ng component.not i a truss system.Beforeldi n Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall baking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addnoaal temporary and permanentaa bcIng MiTek Ill is always required for stability axed to prevent collapse with possible personal fury and property damage. For general guidance regardng the fctrlcatIo n,storage,delivery,erectkn and bracIng of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.lee Street.Suite 312.Alexandria,VA 2'1314. Tampa.FL 33610 Job Truss Truss Type Oty Ply Anastasia T8663570 10006T0 TI1 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply. Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:00 2016 Page 2 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-aFJCzUiq W PbcgNTy_E 1 YpksN15b3W 6Ptesm.jzExt5 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:7=38(F)8=39(F)12=-49(F)3=-102(F)17=-102(F)18=-102(F)20=-102(F)22=-102(F)23=-102(F)24=42(F)25=42(F)26=42(F)28=42(F)29=-62(F)30=-86(F) 31=-49(F)32=-49(F)33=-49(F)34=-49(F)35=-49(F)36=-49(F)37=49(F)38=49(F)39=49(F)40=49(F) • Q WARNING-Veiny design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7073 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only wilts Mliek1I connectors.This design is based only upon parameters shown,and Is for an indMdeal bolding component not a truss system.Before use,the bullring designer must verify the applicaMity of design parameters and properly Incorporate this design into the overall bulking design. Bracing Indicated Is to prevent buckling of indlvldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required fa stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatlorL storage,delivery.erection and bracing of trusses and truss systems.seeANSI/lPtl Qualify Criteria.DSB-89 and SCSI Bullring Component 6904 Parke East Blvd. Safely Information a vdkfble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job ITruss Truss Type Oty Ply Anastasia T8663571 10006T0 1 T12 Half Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:01 2016 Page 1 I D:7xKpuve208uyNcSgCO3Yn4zHeSN-2RtaBgjSHjjTl W 28YhmG51 H 1 z8Rno_.pZ6lbJ W 9zExt4 8-0-0 14-6-8 21.1.0i 27-11-0 i 8-0-0 I 6.6-8 6-6-8 6-10-0 Scale=1:48.7 4x62x4 II 3x6= 3x4= 3x5= 2 1516 3 17 4 5 18 19 6 er 1f n n 7.00',12 d/if • 5x6 1 d fl N :' td Cl fI 11 20 21 10 9 22 8 23 qqq 12 7 2x4 II 3x4= 3x6= 3x8= 3x4= 3x4 II 5-6-0 14.6-8 21-1-0 27-11-0 I 5-6.0 i 9-0-8 6-6-8 i 6-10-0 ' Plate Offsets(X,Y)-- 11:0-2-12,0-2-01,12:0-3-0,0-1-81,17:0-2-8,0.1-81,18:0-1-12,0.1-81 --- LOADING(psi) SPACING- 2-0-0 CSI. 1 DEFL. in (toe) Vdeil Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 I Vert(LL) -0.19 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.45 9-11 >729 180 BCLL 0.0 ' Rep Stress Inc/ YES WB 0.73 Horz(TL) 0.03 7 rt/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Weight:171 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-2:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing, Except: WEBS 2x4 SP No.3 8-8-5 oc bracing:9-11. WEBS 1 Row at midpt 6-7 REACTIONS. (lb/size) 7=1105/0-3-8,12=1105/0-5-8 Max Horz 12=246(LC 12) Max Uplift 7=-369(LC 9),12=-260(LC 12) Max Gray 7=1162(LC 17),12=1134(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1270/360,2-3=-1281/463,3-5=-1281/463,5-6=-953/337,6-7=-1043/434, 1-12=-1117/349 BOT CHORD 11-12=-335/364,9-11=-445/1050,8-9=-337/953 WEBS 2-9=-88/438,3-9=-410/237,5-9=-184/457,5-8=-740/385,6-8=-457/1293, 1-11=-121/939 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,��,111�r�ii//� 2)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=4511;L=28ft;eave=oft;Cat. ♦♦♦s �PS A• A(elI, • 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 8-0-0,Exterior(2)8-0-0 to 12-2-15 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ♦♦♦k .••\,\C'E N`S�•• ,�� DOL=1.60 • • • i 3)Provide adequate drainage to prevent water ponding. • No 39380. •':_ _ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * • +r 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `; _ will fit between the bottom chord and any other members,with BCDL=10.0psf. �-0.• • T r. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • . • w . 7=369,12=260. se• g s'T• �' �• • • ,`0 c<` '• •0R1Q•••� ♦♦♦♦ 0,'is�ONA'�Et• Thomas A.Albani PE No.39380 MITek LISA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 1 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03/10/5 BEFORE USE. 1111. Design valid for use only with Mitek®connectors.I Ns design is based only upon parameters shown,and is for an individual building component,not I a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing indicated is to prevent buckling of Individual truss web aril/or chord members only. Ad Isonal temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,deiNery,erection and tracing of trusses and truss systems.seeANSi/1Pl l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information rnalkrite horn Truss Plate Instlhde,218 N.Lee Street,Salle 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Py Anastasia T8663572 10006T0 T13 Half Hip 1 1 , Job Reference(optional) Building Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:01 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-2RtaBgjSHjTIW28YhmG51 H538QjozKZ6lbJW9zExt4 5-6-0 10-0-0 14-6-8 21-2-12 27-11-0 5-6-0 I 4-6-0 I 4-6-8 6-8-4 6.8.4 Scale=1:50.1 4x5 2x4 I 3x6= 3x4= 3x4= 3 15 4 16 5 6 17 18 7 d14 e ® O x4 pdh3x4 AIe- €2, .3 12 19 11 10 20 9 21 8 13 2x4 !I 3x8= 3x6= 3x8= 3x4= 2x4 I 5-6.014-6-8 21-2-12 27-11-0 5-6-0 9-0-8 6-8-4 6.8.4 Plate Offsets(X,Y)— [1:0-1-8,0-1-81,[3:0-2-8,0-1-8],[7:0-1-12,0-1-8],[8:0-2-8,0-1-01,[9:0-1-12,0-1-8] I ` LOADING(psi) SPACING- 2-0-0 CSI. I DEFL. in (loc) IVdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.23 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.49 10-12 >678 180 BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(TL) 0.03 8 rVa Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:189 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, SOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-11-5 oc bracing:10-12. WEBS 1 Row at midpt 7-8 REACTIONS. (lb/size) 8=1105/0-3-8,13=1105/0-5-8 Max Horz 13=294(LC 12) Max Uplift 8=-374(LC 9),13=-248(LC 12) Max Gray 8=1210(LC 17),13=1161(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1356/365,2-3=-1406/531,3-4=-1135/412,4-6=-1135/412,6.7=-831/293, 7-8=-1083/447,1-13=-1144/332 BOT CHORD 12-13=-320/325,10-12=-421/1010,9-10=-293/831 WEBS 2-12=-427/284,3-12=-162/403,3-10=-54/342,4-10=-353/224,6-10=-186/458, 6-9=-750/403,7-9=-441/1249,1-12=-224/1094 NOTES- ,`11111111// 1)Unbalanced roof live loads have been considered for this design. ,,fit S A 11. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=2811 eave=4ft;Cat. ,� _P A� ., S o 0-0, 2) • 10-0-0 o 1II;Exp C;14.6-8 zone; nd verticalllleft(directional) C for members o and forces&MWFRS for reactions shown;t �Lumber DOL=(1 60 %:' " . \,\G E N S`�`• / °• • plate grip DOL=1.60 No 39380 . .; • 3)Provide adequate drainage to prevent water ponding. .-- M 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *- 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • �� will fit between the bottom chord and any other members,with BCDL=10.0psf. -0; . s 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •• .• a - 8=374,13=248. r �A �• , i°•••1S,'ONA �%0- 11.11110-- Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,201{6 Q WARNING-Verity design paramHas and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. imill. valid for use only with Mltekk connectors.This design Is based only upon parameters shown,and Is for an kxilvIctual bulling component,not I a truss system.Before use.the building designer must verify the appllcablity of design parameters and properly incorporate his design Into the overall , padding design. Bracing Indicated Is to prevent buckling of kidivtdud huss web and/or chord members only. Additional temporcry and permanent bracing MIR**k• 1 Is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the kAParke East Blvd. fabrication,storage.delNery,erection and bracing of trusses and truss systems,seEANSI/IPI1 Quality Criteria,DSB-69 and BCSI Building Component 690469 P.Parke FEast 0 Safety Information available from truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply Anastasia T86635731 I 1000610 T14 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:03 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-?q_KcW IipKzBXgCXg6okASMNIy3XGsPrZc4Qb2zExt2 5-6-0 12-0-0 14-6-0 21-2-8 27-11-0 32-11-0 39-0-4 44-11-0 I 5-6-0 6-6-0 1 2-6-0 1 6-8-8 6-8-8 I 5-0-0 6-1-4 { 5-10-12 { Scale=1:81.7 5x6= 5x6 2x4 3x6= 4x5= 2x4 I, 3 28 4 29 5 6 30 7 831 9 7.00 12 i � ,. :� Lr, • iiiiihn.. 2x4 II i� 1121 2 to 5x6 J rilq drn 10 4x5 i 1 � � /m ra JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII' 11 ,.. IS 01 16 36 37 1 If::.n 12 1g l'T' N ,. . 4x6— 5x8— 14 JUS24 JUS24 13 4x12 I 32 21 33 34 35 18 1 NAILED 38 39 40 23 22 20 19 17 NAILED 4x6 = II 5x6 2x4 II 3x8= 3x6 3x8= 3x8 MT2OHS I; NAILED JUS24 5-6-0 14.6.021-2.8 27-11-0 33-5-0 39-0-4 44-11-0 5-6-0 i 9-0-0 6-8-8 I 6-8-8 I 5-6-0 I 5-7-4 I 5-10-12 Plate Offsets(X,Y)-- 13:0-3-0,0-1-121,18:0-3-0,0-1-12],110:0-1-12,0-1-8],112:0-7-15,Edgel,113:0-3-0,0-3-01,114:0-2-12,0-0-81,115:0.2-12,0-3-01,122:0-2-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.26 13-14 >781 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.36 13-14 >573 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Inch NO WB 0.86 Horz(TL) 0.03 12 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:341 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS'Except' TOP CHORD Structural wood sheathing directly applied or 3-0.7 oc purlins, 3-6,6-8:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 3-0-7 oc bracing. 7-17:2x4 SP No.3,12-14:2x4 SP SS WEBS Web Brace:Length(member) 6-5-0(4-20);6-5.0(5-19);5-4-13 WEBS 2x4 SP No.3 (8-16); OTHERS 2x4 SP No.3 SLIDER Right 2x8 SP No.2 2-0-0 REACTIONS. (lb/size) 12=1568/0.5-8,23=1088/0-5-8,17=2355/0-3-8 Max Horz 23=-263(LC 6) Max Uplift 12=-787(LC 8),23=-332(LC 32),17=-1154(LC 8) Max Gray 12=1568(LC 18),23=1167(LC 13),17=2607(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-2=-1373/415,2-3=-1464/605,3-4=-1002/478,4-5=-1002/478,5-7=-752/455, 7-8=-140/315,8-9=1456/1104,9-10=-1426/999,10-12=-2334/1259,1-23=-1150/347 BOT CHORD 22-23=-198/255,20-22=-181/1033,19-20=-167/776,16-17=-2478/1186,7-16=-1316/398, +t 15-16=-522/943,14-15=-146/420,9-15=-305/200,12-13=-968/1907 0,0111111,5, WEBS 5-19=-9/270,7-19=-259/12498116=11456/852,8-15=1149/141,1013=-344/746, `s��` p,S A. A;11,,E 10-15.863/340,13-15=-1006/1864,1-22=-259/1130 %%, ZO•. ' EN c .!, NOTES- • i 1)2x4 SP No.2 bearing block 12"long at jt.17 attached to front face with 2 rows of 10d(0.131"x3")nails spaced 3"o.c.8 Total No 39380 fasteners.Bearing is assumed to be SP No.2. ,k ,_�' 2)Unbalanced roof live loads have been considered for this design. _ - •/" 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5f1;Cat. -0; •, II;Exp C;End.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 •• t , 4)Provide adequate drainage to prevent water ponding. "-j . — - ,r' .'4� 5)All plates are MT20 plates unless otherwise indicated. •' ' 6)All plates are 3x4 MT20 unless otherwise indicated. �•0 (� ' 0 A 1'0..•"' � 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��i SSS......... �� 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide l,,',°N A'`,` 0 will fit between the bottom chord and any other members,with BCDL=10.0psf. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) Thomas A.Albans PE No.39380 12=787,23=332,17=1154. MITek USA,Inc.FL Cert 6634 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 35-5-8 from 6904 Parke East Blvd.Tampa FL 33610 the left end to 39-5-8 to connect truss(es)to front face of bottom chord. Date: 11) Fill all nail holes where hanger is in contact with lumber. May 19,2016 12)"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. , , .. - , 1' 0 ,.✓WARNING-Vorify deign parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE brill-7473 rev.10/03/2015 BEFORE USE. NI Design valid for use only with M11ek9 connectors.Ibis design Is rased only upon parameters shown,and Is for an individual balding component,not a truss system.Before use,the building designer must verity the applicabllty of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of IndMduai truss web and/or chord members only.Additional temporary and permanent bracing Milek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fc3xk:atbn.storage,delivery,erection and tracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,098-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate institute.218 N.tee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T8663573 10006T0 T14 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:03 2016 Page 2 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-?q_Kc W IipKzBXgCXg6okASMN Iy3XGsPrZc4Qb2zExt2 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-8=-60,8-12=-60,17-23=-20,15-16=-20,14-24=-20 Concentrated Loads(Ib) Vert:15=53(F)36=53(F)37=53(F)38=-394(F)39=-454(F)40=-740(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.16W3/2015 BEFORE USE. Desl{yt valid for use only wtih Mlfek S connectors.this design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the bolding designer roust verify the o>f pltcabllty of design parameters and property Incorporate this design Into the overall bulking design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.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 tabrbatton.storage.delivery,erection and bracing of trusses and truss systems,secANSI/1PN Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available ilable from lessPlate Institute,218 N.Lee Street,Suite 312.Nexa n drkt.VA 22314. Tanga.FL 33610 i 1 Job Truss I Truss Type Ory Ply Anastasia 1 T8663574 10006T0 T15 Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:04 2016 Page 1 ID:7xKpuve208uyNcSgCO3Yn4zHeSN-TOYjpsmKae519_njDgJzjfvb8MV0?Kf?oGgz7UzExt t 7-1.1214-0-0 20-11-8 27-11-0 30-11-0 39-0-4 44-11-0 I 7-1-12 6-10-4 i 6-11-8 6-11-8 I 3-0-0 I 8-1-4 5-10-12 Scale=1:83.4 4x5= 7.0012 5x6= 3x4= 3x6= 5x6= 3x6 —_30 531 32 6 337 8 2x4 II 3x6 3 i i': 2x4 10 3x4 i 2 29 ` 3x4 a 11 0 nr 6 28 35 d .4 5x6 4x5 i u 7: 12 1iii7 1g \ 40 41 4 4� t�o l' 1 - 4x5= 5x8= • 15 14 4x10 II 23 22 36 37 21 20 19 18 2x4 I 3x4= 2x4 I I 3x4 3x8=3x6 3x4= 3x5 I I I 5-6-0 7.1.12, 14-0-0 I 20-11-8 27-11-0 33-5-0 39-0-4 I 44-11-0 I 5-6-0 1-7-1 6-10-4 6-11-8 6-11-8 5-6-0 5-7-4 5-10-12 Plate Offsets(X,Y)-- 11:0-2-4,0-2-0],14:0-3-0,0-1-12],18:0-3-0,0-1-121,111:0-1-12,0-1-8],[13:0-7-15,Edge],116:0-2-12,0-2-8],(18:Edge,0-3-8],123:0-2-8,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- In (hoc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.12 21-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.34 21-22 >969 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.03 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:308 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-10 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 7-18,9-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-9-9 oc bracing. Except: WEBS 2x4 SP No.3 T-Brace: 2x4 SP No.3-7-17 OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-2-21,5-19 SLIDER Right 2x8 SP No.2 1-6-0 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 23=1092/0-5-8,18=1821/0-3-8,13=669/0-5-8 Max Horz 23=-296(LC 10) Max Uplift 23=-331(LC 12),18=-360(LC 12),13=-249(LC 12) Max Gray 23=1131(LC 17),18=1928(LC 17),13=711(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1288/463,2-4=-1038/545,4-5=-931/536,5-7=-759/516,7-8=-312/346, 8-9=-936/578,9-11=-825/447,11-13=-952/408,1-23=-1104/424 BOT CHORD 22-23=-230/310,21-22=-363/1226,19-21=-151/679,17-18=-1791/514,7-17=-1278/468, 9-16=-340/249,13-14=-260/719 I%%IIll!l�� WEBS 8-16=-350/855,14-16=-27419,2/756,111 16-254/129,5/308, 1-22=-267/1000=-290/1205,8-17=-554/112, •♦i s OP'S A Az,,1,, ♦ O • ♦ e ♦♦ •j`•.•• GE•NS'• '9 ., NOTES- : k • V\ F�'•.$2 i 1)Unbalanced roof live loads have been considered for this design. • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511 B=451t;L=45ft;eave=sit;Cat. No 39.3.80 :. . II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 14-0-0,Exterior(2) -- 00. 14-0-0 to 37-3-4,Interior(1)37-3-4 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions -- shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. • __;_tel u 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i=o-. - :fes •,1� 5)'This truss has been designed for a liveload of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide o'-'4.k". 0 R ,O•'•• \��G/�� will fit between the bottom chord and anyother members,with BCDL=10.Opsf. • `` • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) #/=249. ,SS/• .... •��w'•%♦ 7 Warning:23=31Additonaipermanent and stabilitybracingfor truss system(notpart of this component design) alwaysrequired. ��/S"1 N A%tl�,,♦ 1� Po 9 )is q Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 b 0 WARNING-Verify design pimiento's end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Miroudy connectors.this design is based only upon parameters shown,and Is for an IndNid ual rodding component,notla a truss system.Before use.the building designer must verify the atvIlcob#lity 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 wnh possible personal hay and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Betiding Component 6904 Parke East Blvd. Information avcilcYNe from truss Plate institute,218 N.lee Street.Suite 312,Nexandrla,VA 22314. Tampa.FL 33610 i Job Truss Truss Type Oty Ply I Anastasia T8663575 10006T0 T16 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:05 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-xC650CmyLyDunaLwnXgCFtSjgmgmknh8lwZXfwzExtO 8-1.12I 16-0-0 I 21-11-8 27-11-0 28-11.0 33-5-0 1 39-0-4 I 44-11-0 8-1-12 7-10-4 5-11-8 5-11-8 1.0.6 4-6-0 5-7-4 5-10-12 Scale=1:83.5 5x8= 7,00 12 2x4 II 4x5=5 4 29 530 31 6 7 3x6 i \ 2x4 I 8 3x6 3x4- 28 3 9 32 2 /,. ,� 3x4�� \\X-N' 10 v 27 33 4x5 i :� 5x6 1 11 6 1§ a Q �\ 37 38 elf I 1F Iri a _ _ _ _ _ 4x5= 5x8= 14 13 4x10 II 34 35 22 21 20 19 18 36 17 2x4 I I 3x4= 3x4 II 3x4= 3x6 3x4= 4x10= 3x5 I I 8.1.12I 16-0-0 21-11-8 27-11-0 l 33-5-0 I 39-0-4 I 44-11-0 8-1-12 7-10-4 5-11-8 5-11-8 5-6-0 5.7.4 5-10-12 Plate Offsets(X,Y)-- [1:Edge,0-1-12],[2:0-1-12,0-1-8],[4:0.6.0,0-2-4),[7:0-3-0,0-1-12],[10:0-1-12,0-1.8],(12:0-7-15,Edge],[15:0-2-12,0-2-8],[17:0-2-12,0-1-8],[21:0-1-12 ,0-1-8],[22:0-2-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.10 21-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.26 21-22 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.03 17 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:326 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2`Except' except end verticals. 6-17,8-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-8-13 oc bracing. Except: WEBS 2x4 SP No.3 T-Brace: 2x4 SP No.3-6-16 OTHERS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-2-19,4-18,5-18 SLIDER Right 2x8 SP No.2 1-6-0 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 22=1091/0-5-8,17=1824/0-3-8,12=667/0-5-8 Max Horz 22=-329(LC 10) Max Uplift 22=-346(LC 12),17=-321(LC 12),12=-273(LC 12) Max Gray 22=1129(LC 17),17=1946(LC 17),12=713(LC 18) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-2=-1362/527,2-4=-996/554,4-5=-712/520,5-6=-712/520,6-7=-350/394, 7-8=-1037/659,8-10=-889/494,10-12=-992/443,1-22=-1062/450 BOT CHORD 21-22=-240/377,19-21=-362/1279,18-19=-152/829,16-17=-1827/463,6-16=-1269/432, ,111111118 i. 1 WEBS 213-1-9=5=-62280/727814,4,2-11291=31==-1--22097396//90793582,,46-1-818==-6-2177/18/31,1852-1,8=--18/421447/9,976-16=-568/12 -21 1299/998„6-18=-271//1182,7-15414/9966=-568/125, `,`0O .PG.EN NS‘,'•4.•4 °' NOTES- k • \, ••4/° 2/ 1)Unbalanced roof live loads have been considered for this design. N O 39380 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. Z II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 16.0-0,Exterior(2) :j 16-0-0 to 35-3-4,Interior(1)35-3-4 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions . e — shovid;Lumadequr aDOL inag plate egrip e t water 60 ,� �� , 3)Provide adequate drainage to prevent water ponding. �” ; I. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ..,,,(4e• ,---. ' 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 -'e c< 0 R \V..' .\ $ will fit between the bottom chord and any other members,with BCDL=10.0psf. '4,ss+ ...\‘_ .,% •% 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 'eft:0 N A, •• 22=346,17=321,12=273. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllekty connectors.Ibis design r based only upon ixxanoters shown.rind Is for rn individual holding cornpxrre nt.not . a truss system.Before use,he b ul Jrg designer must verify the app lIcabblty of design r oraneters and properly Irecon-wrote this design Into the overall funding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional lempoiuiy and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property dams go. lot general guidance regadng the tabrk:otbn,storage,delivery,erection and bracing of trusses and Inns systems.seOANSI/1PI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Bbd. Solely Information a vciable from truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply !1 Anastasia T8663576 10006T0 T17 Piggyback Base 3 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:07 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-tbErRtoDtZTcORVlvysgLIX79ZUdCfHRU E2dkpzExt_ 5-3-0 16.0.0 23-0-12 27-11-0 2Q-11.0 39-0-4 44-11-0 5-3-0 I 10-9-0 7-0-12 I 4-10-4 1-0-0 10-1-4 + 5-10-12 Scale=1:85.7 8x10- 7x10 7.00112 2x4 I 4x5= 4x5= 5 6 33 347 35 89 ff 7x10 i �f , `: 2x4 II 4 10 3x6 3 11 �� 36 4x5-i 32 @ 4x5�� o • 2 i S 12 Y • 37 4x5- 31 `! '= 5x6 J 1 • Ike to '13 c d !2co co 38 39 41 = 42 ore !- 4.14 t; 11? I¢ Nj� 17x10= 8x10= e -- 4x5 7x10 16 15 4x10 II 26 25 24 21 20 19 2x4 II 4x5= 3x5 II 4x10= 2x4 it 2x4 II 4x10= 3x5 II 5-3-0 10-2-9I 18-2-8 I 23-0-12 t 27-11-0 33-5-0 39-0-4 I 44-11-0 5-3-0 4-11-8 8-0-0 4-10-4 4-10-4 5-6-0 5-7-4 5-10-12 Plate Offsets(X,Y)-- [5:0-6-0,Edge],[9:0-6-0,Edge],[14:0-7-7,0-0-6],[17:0-3-4,0-2-12],[22:0-3-4,0-2-8],[23:0-3-4,0-3-0] LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (toe) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.23 22-23 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.56 22-23 >594 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.11 19 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:361 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 3-24,6-21,8-19,10-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-7-7 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 6-22,8-18 SLIDER Right 2x8 SP No.2 1-6-0 WEBS 1 Row at midpt 5-22,7-20 • REACTIONS. (lb/size) 26=1087/0-5-8,19=1835/0-3-8,14=661/0-5-8 Max Horz 26=-329(LC 10) Max Uplift 26=-346(LC 12),19=-321(LC 12),14=-273(LC 12) Max Gray 26=1090(LC 21),19=1904(LC 17),14=706(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1215/477,2-3=17731735,3.5=1892/922,5-6=-967/584,6-7=-964/586, 7-8=-645/499,8-9=-334/391,9-10=-1018/658,10-12=-871/493,12-14=-980/444, 1-26=-1051/436 BOT CHORD 25-26=-259/333,3-23=-439/305,22-23=-202/986,18-19=-1811/457,8-18=-1226/398, 10.17=-406/288,14.15=-279/742 WEBS 2-25=-815/333,23-25=-374/1333,2-23=118/510,5-23=-449/1165,5-22=-308/83, �, 20-22=-96/508,7-20=-1131/358,7-22=-181/1010,8-20=-282/1133,9-18=-591/140, ,0/p fI1� 9-17=-413/991,15-17=-288/773,1-25=-338/988 ,��,0\�•ps•A. A4f ', .% `T• ,•••\G ENi*-.1/17,Ni • 1) TES- 4 Unbalanced roof live loads have been considered for this design. �, • No 39380 •• ./. �� 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsh h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 16-0-0,Exterior(2) * • 16-0-0 to 35-3-4,Interior(1)35-3-4 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions — • shown;Lumber DOL=1.60 plate grip DOL=1.60 a-b; • , 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. �" E• �' •(V 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 •• , O ••, \�,e will fit between the bottom chord and any other members,with BCDL=10.0psf. ��(� •, Q F] 1 ,� 6)Provide ro ide, emechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)26i,'..t�N A;�?��% Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 • 0 WARNING•Verity design paramarsrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 ray.10/03/2015 BEFORE USE. Design valid for use only with MltekN)connectors.this design Ls based only urx>n parameters shown.and Is for an Individual building component,not ' 11111 a truss systole.Before use.the I,Mcing designer must verify the gxrllcaMtty of design parameters and properly I corimate this design Into the overall building design. !tracing Indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse vsth possible personal injury and property damage. rem general gekiance rog(xdng the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss I Truss Type 143111 I Ply Anastasia T8663577 10006T0 T18 Piggyback Base 4 i 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:08 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-Lno Df DpretcTeb4V SlOvtV4 DwzrTx7Qbj uoB F FzExsz 8-1-12 16.0.0i 21-11-8 I 27-11-0 -11x0 39-0-4 44-11-0 8-1-12 7-10-4 5-11-8 5-11-8 1-0-0 10-1-4 5-10-12 Scale=1:83.4 7x10 7x10 7.00 I12 2x4 it 4x5= 4 29 530 31 6 7 3x6 i 2x4 II 8 3x6 4x5 i3 932 2 x5 Q 10 27 33 5x6, .� 5x6 1,0000/°°°°°°°° :. ` 11 16 16 \ `a 1,4 C 37 38 6f `l- v�. 1¢� c �' -: _x 4x5= 7x10= = 14 13 4x10 11 22 21 20 19 18 35 36 17 2x4 II 4x5= 3x5 11 4x5= 3x6 4x5= 4x10= 3x5 II 8-1-12 16-0-0 21-11-8 27-11-0 33-5-0 39-0-4 . 44-11-0 8-1-12 .7-10-4 i 5-11-8 I 5-11-8 5-6-0 5-7-4 5-10-12 f Plate Offsets(X,Y)-- [1:0-2-12,0-2-0],[4:0-6-0,Edgel,[7:0-6-0,Edgel,[12:0-7-7,0-0-6],[15:0-3-4,0-2-12],[17:0-2-12,0-1-8] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.10 21-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.26 21-22 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.81 Horz(TL) 0.03 17 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:326 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 6-17,8-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-8-13 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 6-16 SLIDER Right 2x8 SP No.2 1-6-0 WEBS 1 Row at midpt 2-19,4-18,5-18 REACTIONS. (lb/size) 22=1091/0-5-8,17=1824/0-3-8,12=667/0-5-8 Max Horz 22=-329(LC 10) Max Uplift 22=-346(LC 12),17=-321(LC 12),12=-273(LC 12) Max Gray 22=1129(LC 17),17=1946(LC 17),12=713(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1362/527,2-4=-996/554,4-5=-712/520,5-6=-712/520,6-7=-350/394, 7-8=-1037/659,8-10=-889/494,10-12=-992/443,1-22=-1062/450 BOT CHORD 21-22=-240/377,19-21=-362/1279,18-19=-152/829,16-17=-1827/463,6-16=-1269/432, 8-15=-407/288,12-13=-279/752 WEBS 2-19=-620/271,4-19=-103/603,4-18=-617/83,5-18=-386/247,6-18.271/1182, 7-16=-568/125,7-15=-414/996,13-15=-287/784,1-21=-299/998 ,,00111111/if, 1)OTES- U balanced roof live loads have been considered for this design. `,s ow...' A. ' '• -1 i 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45(1;L=45ft;eave=5ft;Cat. ��k •.••\GEN S+•.•4, II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 16.0-0,Exterior(2) No 39380 ••• i 16-0-0 to 35-3-4,Interior(1)35-3-4 to 44-11-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • * 3)Provide adequate drainage to prevent water ponding. _ : : 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :"13 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 .A-; a . .• e will fit between the bottom chord and any other members,with BCDL=10.0psf. '� - j° :4� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q",.� O . ; , 22=346,17=321,12=273. . V O R 1 C.?%`$ /'1 %9/ONA�E�.�`% Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE W7473 rev.10/03/2016 BEFORE USE. IIIII Design valid for use only with MIIelds connectors.Iris design Is based only upon paameters shown,and Is for an IndMdual bolding component,not a truss system.Before use,the building designer must verily the uppilcabllty of design parameters and properly Incorporate this design Into the overall building design. &actg Indicated is to prevent budding of Indi ideal truss web and/or chord members only.Additional temporary and pemwtent bracing MiTek' Is dways requked for stabNlty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage.delNery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.DSB-89 and BCSI Bulling Component 6904 Parke East Blvd. Safely Information avdiabie from truss Plate Institute.218 N.Lee Street,Suite 312 Alexandrka,VA 22314. Tampa-FL 33610 Job Truss Truss Type Qty Ply Anastasia 18663578 10006T0 T19 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:08 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-LnoDfDpretcTeb4VSfOvtV4LczrLxJ9bjuoBFFzExsz I 2-0-0 I 6-0-0 2-0-0 4-0-0 Special Scale=1:15.4 4x5= NAILED 313 4 7.00112 r n 5x6�i 1 I I I`i 2 1 I\ r H1 14 5 62x4 I NAILED Special 4x10 II ,a3.0 2-0-0 6-0-0 I b•3-d 1-9-0 I 4-0-0 Plate Offsets(X,Y)-- (1:0-3-8,Edge) LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.21 5-6 >339 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.20 5-6 >351 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(TL) -0.20 4 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=261/0-3-8,4=118/Mechanical,5=107/Mechanical Max Horz 1=49(LC 8) Max Uplift 1=-188(LC 8),4=-89(LC 4),5=-112(LC 8) Max Gray 1=261(LC 1),4=118(LC 1),5=127(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25th B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. ,,, I,, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� S 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 `,N O"N A4' ,�,, will fit between the bottom chord and any other members. •N ' Ci E N '9 • 6)Refer to girder(s)for truss to truss connections. � & .••\,\ `SF•••Zj l• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) • i 1=188,5=112. No 39380 - 8)"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. jE ;_ 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)106 lb down and 142 lb up at - •• 2-0-0 on top chord,and 25 lb down and 20 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the =-fl; • • • responsibility of others. 7 '1 • 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). I- r' - -•111r-.' • LOAD CASE(S) Standard -•j • `` O R 1 V••'• \ .% 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 "ii ss/••"•"'''00 ��•`, Uniform Loadsyoa1(3=f'60,3.4=-60,5-7=-20 iI/�/O N AI`` 0 ` Concentrated Loads(Ib) Thomas A.Albans PE No.39380 Vert:6=-8(B)14=-3(B) MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 Q WARNING-Verity design paramet r.and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII.7473 rev.10403/2015 BEFORE USE. Design valId for use oNy with MIIekO connectors.Itis design Is basal only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the blurting designer must verify the applicability of design parameters and property incorporate this design rib the overall bolding design. Bracing indicated Is to prevent trickling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MN*" 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 miss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T8663579 10006T0 T20 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:09 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-p_LcsZpTPAkKGIfhONv8QjcUbN8ogIBIaYXknhzExsy • 4-0-0 6-0-0 4-0-0 2-0-0 455 Scale=1:21.4 3 4 ,r 7.00 12 13 I 5x6 i a 1 \ I/ a e 2x4 II 5 4x10 II 0.3.0 4-0-0 I 6-0-0 I 0.3.0 3-9-0 2-0-0 Plate Offsets(X,Y)-- 11:0-3-8,Edge) I r LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid ! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.24 6-11 >300 240 , MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.20 6-11 >361 180 BCLL 0.0 • Rep Stress Incr YES WB 0.07 Horz(TL) -0.22 4 n/a n/a 1 BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=254/0-3-8,4=58/Mechanical,5=162/Mechanical Max Horz 1=97(LC 12) Max Uplift 1=-125(LC 12),4=-42(LC 8),5=-139(LC 12) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-154/333 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=5.Opsh BCDL=5.0psf;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 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,' �g 3)Provide adequate drainage to prevent water ponding. %, S A. 1,4_ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,••‘‘o0P A1B �•e' 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 4. �. • Ci E N 1 will fit between the bottom chord and any other members. �� & .. \.\s.\ SSC`••,7// #•• 6)Refer to girder(s)for truss to truss connections. • i 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) N O 39380 1=125,5=139. ,T, , . • isisn • Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032015 BEFORE USE. 1111. Design valid for use only with MltelrS connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate flus design Into the overall building design. tracing Indicated Is to prevent buckling of Individual truss web and/or curd members only.Addtonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarc ing the ktalcatbn,storage,delivery erection and tracing of trusses and truss systems,seeANSI/IPII Quality Criteria,DSB-89 and BCSI Bulkdng Component 6904 Parke East Blvd. Solely Information available from Tess Plate Institute,218 N.tee Street.Suite 312,Alexandria VA 22314. Tampa.Fl.33610 Job Truss Truss Type Qty Ply Anastasia T8663580 10006T0 T21 GABLE 1 1 Job Reference(optional) Budding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:10 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-IAv_4vg59UsBlvEta4QNyw9gbnfPPAQtACHIK8zExsx 11-6-0 13-5-13 25-3-0 11-6-0 I 1-11-13 I 11-9-3 4x10= Scale=1:57.5 11 10 t,M 12 13 7.00 12 4'`946 8 14 7 15 6 16 5 E - 17 47 4 - 18 344 1920 3x4 I 2 1 .1. --8'--$- 2 8 8 _- { 8 8 8 8 $ $ 12 -3- 32 14) • ••••••••••••••••••••••••••••••••••••••••• 31 34 30 29 28 27 26 25 24 23 22 21 3x4 ' 43 42 41 40 39 38 37 36 35 11-6-0 . 13-5-13 25-3-0 11-6-0 ' 1-11-13 I 11-9-3 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.00 42-43 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.00 42-43 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.20 Horz(TL) 0.04 21 n/a rVa BCDL 10.0 Code FBC2014ITPI2007 Matrix-S Weight:215 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 11-30 REACTIONS. All bearings 13-9-0 except(jt=length)43=11-6-0,34=11-6-0,35=11-6-0,36=11-6-0,37=11-6-0,38=11-6-0, 39=11-6-0,40=11-6-0,41=11-6-0,42=11-6.0,32=0-3-8. (Ib)- Max Horz 43=-207(LC 10) Max Uplift All uplift 100 lb or less at joint(s)31,35,36,37,38,39,40,41,29,28,27,26,25,24,23,22 except 43.-256(LC 10),21=-109(LC 11),42=-212(LC 11) Max Gray All reactions 250 lb or less at joint(s)34,21,30,31,35,36,37,38,39,40,41,29,28,27,26, 25,24,23,22,32 except 43=301(LC 11),42=333(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-279/290,10-11=-299/311,11-12=-299/310,12-13=-279/290 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat. `%�111/�, 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 13-5-13,Exterior(2) 0 /� 13-5-13 to 16-5-13 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 .0 MPS A. A i le, ♦ ,. 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry % O•••........ •••• B Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �♦♦k �,\C'E N" IA iX 10 4)All plates are 2x4 MT20 unless otherwise Indicated. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). No 39380. . 6)Gable studs spaced at 1-4-0 oc. .; • * :: 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � : 8)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide =-73 0 e - will fit between the bottom chord and any other members. • 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)31,35,36,37,38, .�- --."'�T t� 39,40,41,29,28,27,26,25,24,23,22 except(jt=lb)43=256,21.109,42.212. °i,1�., .i O••�• •`.1 �� F • . ORI 1'�i,`,9/QN Aiiiiiiii�E_C��♦ Thomas A.Albani PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 4 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 011.7473 rev.1003/2015 BEFORE USE. mil Design valid for use only with Mileld)connectors.This design Is based only upon rxnamefers shown.and Is for an IndMdual balding component,not a truss system.Before use-the bialding designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent tricking of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always required for stabllly and to prevent collapse with possbre personal Injury and properly damage. For general guidance regarding the fatxlcatIon,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/TPlt Quality Crawl°,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tarrpa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T8663581 10006T0 ,T22 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:11 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-mMTMHFrjwo_2V3p38oxcV8ig5AtIBYE1 PsOrsazExsw 5-10.12i 11-6-0 . 13-5.13 I 19.2.10 25.3-0 5-10-12 5-7-4 ' 1.11.13 5-8-14 6-0-6 4x5= Scale=1:57.1 4 I 11 12 15 3 16 7.00 5 l 2 . il n III17 6 1 1 14 libbibb...... L:iimL: Ur 2x4= 9 8 ar4 i I t=. 13 12 11 3x8= 2x4 II 13.5.13 I 5-10-12 51012 I 11-6-0 5-7-4 0-i112 11-7121-10-1 i 19-2-10-to 5-8-14 I 25-3-0 —� 6-0-6 Plate Offsets(X,Y)-- 11:0-1-8,0-1-81,12:0-1-12,0-1-81,13:0-1-12,0.1-81,15:0.1-12,0-1-81,16:0-1-8,0-1-81,110:0-1-12,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.03 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.08 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) -0.01 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:174 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` except end verticals. 3-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6.0.0 oc bracing:9-10. WEBS 1 Row at midpt 4-9 REACTIONS. (lb/size) 13=436/0-5-8,10=1018/0-3-8,7=543/0-5-8 Max Horz 13=-289(LC 10) Max Uplift 13=-143(LC 12),10.213(LC 12),7=-168(LC 12) Max Gray 13=437(LC 21),10=1018(LC 1),7=561(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-439/199,3.4=-383/281,4-5=-363/239,5-6=-584/230,1-13=-441/212, 6-7=-532/203 BOT CHORD 12-13=-261/295,11-12=-104/352,10-11=-118/385,3-10=-689/192,8-9=-106/414 WEBS 2-11=-496/206,3-9=-6/413,5-9=-483/207,1-12=-81/316,6-8=-66/362 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,'MUMS/ 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat. �� Ii 0-1-12 to 13-5-13,Exterior(2) A. 13-5-13 to E 6I5-13 GCpi=0.18; end vertical left and(directional) expos d C C formembers) to 3-1-12,a d forcesn&MW FRS for2reactions shown;Lumber %.``,z,O ,G E Ns."AC T'•. DOL=1.60 plate grip DOL=1.60 : A •••\_' �`.••�j °• 3)All plates are 3x4 MT20 unless otherwise indicated. 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) =-0 t 13=143,10=213,7=168. �. ;t.r� T E i��isS I•O N A ;E• SC?�� isiim Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa Ft.33610 Date: May 19,2016 0 WARNING-Verify design pararnefere and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MB-7473 rev.105)3/2015 BEFORE USE. NI Design valid for use only with M11ek7J connectors.This design 8 based only upon parameters shown-and Is for an Individual building component,not a truss system.Before use.the building designer mrrst verily tho Of4)llcablity of design parameters and properly incorporate this design Into the overall bulling design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal hits),and property damage. for general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and teas systems-seeANSI/TPI1 Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Male Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 n Job Truss Truss Type Oty Ply Anastasia T8663582 10006T0 T23 Roof Special 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:12 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-EZI kUbsLh56v7DOGhVSr1 LE_f aDXt?uAeW m000zExsv 5-10-12 1 11-6-0 I 13-5-13 19-2-10 I 22-11-9 i 25-3-0 { 5.10.12 5-7-4 1.11-13 5-8-14 38.15 2-3-7 4x5= Scale=1:57.2 4 r_i 3 7.00Ti 2 77 18 5 2 �� 4x5=2x4 II l 6 8 i6 E287.11 0' a N i! alliffillibbm.-.14******". ' Nd- a.. p 11 10 .. I0- - 2x4= 2x4 I 15 14 13 3i8- 2x4 I 13.5.13 6-10-12110 11-712 19-2-10 26-3.0 I 5-10-12 f 5-7-4 0.11121-10-1 I 5-8-14 I Eos I Plate Offsets(X,Y)-- [1:0-1-8,0-1-8],[2:0-1-12,0-1-81,[3:0-1-12,0.1-81,15:0-1-12,0-1.8],[12:0-1-12,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.03 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.07 9-10 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.52 Horz(TL) 0.01 9 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:179 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* except end verticals. 3-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:11-12. WEBS 1 Row at midpt 4-11 REACTIONS. (lb/size) 9=544/0-5-8,15=437/0-5.8,12=1016/0-3-8 Max Horz 15=-253(LC 10) Max Uplift 9=-142(LC 12),15=-85(LC 12),12=-297(LC 12) Max Gray 9=545(LC 22),15=437(LC 21),12=1016(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-402/110,3-4=-312/205,4-5=-290/163,5-6=-478/149,6-7=-550/170,7-9=-491/179, 1-15=-385/143 BOT CHORD 14-15=-180/260,13-14=-114/341,12-13=-121/385,3-12=-689/200,10-11=-102/402 WEBS 2-13=-496/210,3-11=-27/414,5-11=-456/193,7-10=-67/326,1-14=-13/279 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,, �� 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=25ft;eave=4ft;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 13-5-13,Exterior(2) ♦♦.0 SPS A• iiN. 13-5-13 to 16-5-13,Interior(1)22-11-2 to 25-1-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions ♦ O,.•• -9 i, shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦♦♦k�`..�\G E N S. ..2/ . 3)Provide adequate drainage to prevent water ponding. • - 4)All plates are 3x4 MT20 unless otherwise indicated. , No 39_380 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ;_ 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide = +1 will fit between the bottom chord and any other members. _-0; . . •••7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15 except(jt=1b) . . T 9=142,12=297. g • 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. moa i. •. ♦ °•SN'.•'•�O R 031...�� iiiiiIiiitio- Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa Fl.33610 Date: May 19,2016 l 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.1003/2015 BEFORE USE Mt , Design volkl for use only with MilokiD connectors.this design Is based only upon txxameters shown.and is for a1 individual briding component,not a truss system.Before use,the building designer must verify the applicability of design rxsaneters end property Incorporate this design Into the overall z building design. Bracing indicated Is to prevent budding of IndNidud Inas web and/or chord members only.Additional temporary and permanent bracing MiTek Is dways required tor stability and to prevent collapse with possible personal inlay and properly damage. For general guidance regarding the fabrication.storage.deevery,erection and bracing of trusses and truss systems.seeANS1/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely available lass Information from IPlate institute.218 N.lee Street Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T8663583 10006T0 T24 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:14 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-Ax9VvHtcDjMdMWXepwUJ7mKDBOgdLpPT5pFVTvzExst I 6-0-0 12-11-6 I 19-10-12 I 23-11-7 I 27-8-5 31-5-3 133-5-0 39-0-4 I 44-11-0 I 6-0-0 6-11-6 6-11-6 4.0.11 3.8-14 3-8-14 1.11.73 5-7-4 5.10.12 Scale=1:83.3 5x8= 9 NAILED10 NAILED NAILED4x10= g _ 7x10% 7x10= 7.00112 NAILED NAILED 2x4 I' 3x6= 3 NAILED 4 NAILED 6 7 11 5x6 i 'ae` 31 32 331 34 35 36 5lk 0 q rq 2 12 rb a 1' pQ 6 0 37 38 24 39 23 40 41 22 42 43 44 21 20 19 18 17 16 t, _ c1 I cr 1¢ tit NAILED 3x8 MT2OHS= NAILED 5x12 I 2x4 II 4x10= 3x5 II 4x10= 15 14 13 NAILED NAILED NAILED 3x6= 2x4 II NAILED NAILED NAILED NAILED 33-5-0 0.0 6-0-0 12.11-6 I 79-10-12 I 23.11.7 I 27-8-5 I 31-5-3 .33-3-4 I 39-0-4 44.11-0 I 430 5-9-0 6-11-6 6-11-6 4.0-11 3-8-14 3-8.74 '7.10-1 5-7-4 • 510-12 0-1.12 Plate Offsets(X,Y)-- [1:0-3-8,Edge),[3:0-6-0,Edge),[6:0-3-12,0-2-01,121:0-3-0,0-1-81,122:0-2-12,0-2-0[ LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (hoc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.29 22-24 >817 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.32 22-24 >749 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(TL) 0.07 1 n/a n/a BCDL 10.0 I Code FBC2014/TP12007 Matrix-MS Weight:292 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins, 1-3,3-5:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 5-7-12 oc bracing. 1-23:2x4 SP No.1,10-15:2x4 SP No.3 WEBS 1 Row at midpt 9-17 WEBS 2x4 SP No.3 T-Brace: 2x4 SP No.3-6-22 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d SLIDER Left 2x8 SP No.2 2-0-0 (0.131'x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. All bearings 0-3-8 except(jt=length)13=0-5-8,21=0-5-8. (Ib)- Max Horz 1=287(LC 7) Max Uplift All uplift 100 lb or less at joint(s)except 1=-974(LC 8),13=-167(LC 25), 21=-1667(LC 8),16=-269(LC 25) Max Gray All reactions 250 lb or less at joint(s)except 1=1222(LC 17),13=460(LC 14),21=2477(LC 1),16=970(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1463/1201,3-4=-1143/1085,4-6=-1143/1085,6-7=-708/479,7-8=-487/360, 8-9=-247/291,9-10=-229/312,11-12=-434/208,12-13=-409/191 ``11111111�� BOT CHORD 1-24=-978/1173,22-24.988/1183,21-22=-888/757,19-21=-888/757,18-19=-468/719, ,`��-A cJ A. �Ii' WEBS 3-2417-1=-276 435,4-22=-864/636,3 6-22=/333, 1 856/2365,66=-707/157,-21'2260/1511,6-19=-308/735, �,•,0W.. ..••••(.0 ,,,i 7-19=-519/327,7-18=-437/524,8-18=-289/392,8-17=-476/311,10-17=-100/499, ��,`` •T,.0 E N S'F • •9,�,/�1* 11-15=-424/191 No 39380 NOTES- ,_, 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25f1;B=45ft;L=45th eave=5ft;Cat. =-G: _ • I II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;end vertical right exposed;porch left exposed;Lumber 11 -T, DOL=1.60 plate grip DOL=1.60 - -.la.— • 4j 3)Provide adequate drainage to prevent water ponding. i O•�•. . :* 4)All plates are MT20 plates unless otherwise indicated. ie .••• O R 1 `C? `� 5)All plates are 4x5 MT20 unless otherwise indicated. ,'10 SSS G` ,• 67)TThishis rtniss has been designed for for alive load of 0.Ochord sf on the bottom chord in all areas where alive rectangleloads. 3-6-0 tall by2-0-0 wide ,r►1./11111111W% .�11N AI lk % designedP will fit between the bottom chord and any other members. Thomas A.Afbani PE No.39380 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 974 lb uplift at joint 1,167 lb uplift at MITek USA,Inc.FL Cert 6634 joint 13,1667 lb uplift at joint 21 and 269 lb uplift at joint 16. 6904 Parke East Blvd.Tampa FL.33610 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. Date: 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. May 19,2016 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 4 n��SFS, LitSYARNAVLi�lrar nd4i urometers and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M/I.7473 ray.10/03/2015 BEFORE USE. Design valid for use only with Mltekv connectors.This design Is based only upon parameters shown,and Is fo cn kxdlvkdual building component,not ' a Inas system.Before use,the building designer must verify the applicability of design parameters and properly incorpcxale this design holo the overall building design. Bracing indicated Is to prevent buckling of In dlvldual truss web and/or chord members only.Adcltlonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal int ry and properly damage. For general grrldrslce regaalng Use 6904 Parke East Blvd.fabdcato n,storage,delivery-erection and bracing of Susses and truss systems,seeANSI/TPI l Quality Cr terfa,DSS-89 and BCSI Binding Component Safety Information avalioble from truss Plate Institute,218 N.lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type foty Ply Anastasia T8663583 10006T0 T24 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:14 2016 Page 2 ID:7xKpuve208uyNcSgCO3Yn4zHeSN-Ax9VVHtcDjMdMWXepwUJ7mKDBOgdLPPT5pFVTvzExst LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-7=-60,7-9=-60,9-12=-60,16-25=-20,13-15=-20 Concentrated Loads(Ib) Vert:3=-100(F)5=-100(F)24=-52(F)31=-100(F)32=-100(F)33=-100(F)35=-100(F)36—100(F)37=-87(F)38=-142(F)39=-52(F)40=-52(F)41=-52(F)42=-52(F) 43=-52(F)44=-52(F) / r V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11.7473 rev.10'03/2015 BEFORE USE. till Design valid for use only with MltekQ connectors.This design Is based only upon parameters shown.and Is for on MdiNdual building component,not a Truss system.Before use,the building designer Faust verify the ort Ilcabilty of design parameters and properly Incorporate this design Into the overall balding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal t*ry and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPit Quatily Criteria,DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safely Information avcfable from Truss Plate Institute,218 N.Lee Street Suite 312,Alexa dila.VA 22314. Tanga.FL 33610 Job 'Truss Truss Type Qty Ply Anastasia T8663584 10006T0 T25 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:15 2016 Page 1 ID:7xKpuve208uyNcSgCO3Yn4zHeSN-e7jt7cuE000 g6rNdOYf_sQsoGl4GMdKT...3?LzExss I 8.0.0 13-11-6 19-10-12 25-11-7 31-5-3 l 33-5-0, 39-_0.4 I 44-11-0 8-0-0 5-11-6 5-11-6 6-0-11 5-5-13 1-11.13' 5-7-4 5-10-12 Scale=1:81.7 5x8= 7 4x5 7x10. 7x10= 8 7x10= = 7,00;1 32 456 4x530 �/4x10 � 31 9 29 � 1 5x6� 2: 4x5 12 , MC 33 10 6 • f✓ _ qq ,_:7' f w d 35 21 20 19 18 17 16 15 14 - — t. Ir:r la 4x10 II 2x4 !I 3x6 4x10= 3x5 I! 4x5= 4x10= 13 12 11 3x6- 4x5= 4x5= 2x4 II 33-5-0 03-0 8-0-0 13-11-6 19-10-12 25-11-7 I 31-5-3 i 33-3.4 li 39-0-4 I 44-11-0 03.0 7-9-0 5-11.6 5-11-6 6.0.11 5-5-13 1-101 5-7-4 5.1012 01-12 Plate Offsets(X,Y)-- 11:0-3-0,0-0-61,13:0-6-0,Edgel l _ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0A2 21-26 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.15 21-26 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.92 Horz(TL) -0.02 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 • Matrix-MS Weight:284 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 8-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-15 SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. All bearings 0-3-8 except(jt=length)11=0-5-8,18=0-5-8. (Ib)- Max Horz 1=287(LC 11) Max Uplift All uplift 100 lb or less at joint(s)except 1=-511(LC 12),11=-155(LC 12),18=-632(LC 12),14=-207(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 1=738(LC 21),11=445(LC 18),18=1485(LC 1), 14=950(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-817/809,3-4=-587/683,4-5=-589/685,5-6=-520/253,6-7=-358/247,7-8=-388/279, 9-10=-464/199,10-11=-443/181 BOT CHORD 1-21=-587/623,19-21=-594/625,18-19=-331/259,16-18=-331/259,15-16=-63/313, 13-14=-121/373,8-14=-620/145,12-13=-73/289 ,11111111111 WEBS 3-21=-256-16=-251/194,6-15=-4268, 488,8-15=-45/451,9-13=-480/213 /843,5-16=-166/545, ,%s�`�p,S A. A��'1i, %- O •• 3. e.9 moi,# NOTES- ,�,`�` .••\*CIS 2 1)Unbalanced roof live loads have been considered for this design. No• 39380 •: 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=45ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0.0 to 4-5-14,Interior(1)4-5-14 to 8-0-0,Exterior(2)8.0.0 to * ;_�� 12-5-14,Interior(1)25-11-7 to 44-9-4 zone;cantilever left exposed;end vertical right exposed;porch left exposed;C-C for members = — l and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 :-p; e 3)Provide adequate drainage to prevent water ponding. /e• .T, • • • 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. .—ar,- „ ' - :�: 5)'This mass 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 .1-.4, ; ' �% will fit between the bottom chord and any other members,with BCDL=10.Opsf. O R \0. ' 6)Providerot rie me63lb uplift at joint connection i8 and other uplift at joolbet aring plate capable of withstanding 511 lb uplift at joint 1,155 lb uplift atjo '�'�,U ••.. A E �`` 111111 Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 in. Q WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mliekt 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 appllcabllty of design parameters and properly Incorporate tis dc.-sign Into the overall building design. Bracing Indicated Is to prevent truckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiWek• Is always required for stat4liy and to prevent collapse with possible personal Injury and property damage. For general guidance regarcIng the fabrication,storage,dellvery,erection and bracing of trusses and truss systems.seeANSt/1PI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plate Institute.218 N.lee Skeet,Sulte 312,Alexandria.VA 22314. Tampa.FL 33610 Job (Truss Truss Type Oty Ply I Anastasia 18663585 1000610 !T26 Roof Special 1 1 1 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:16 2016 Page 1 I D:7xKpuve208uyNcSgCO3Yn4zHeSN-6KHFKyvsl KcKbgh 1 wLXnC BPfN BYOpj8mY7kcXnzExsr 7.0.0 I 10-0.0 1 16-0-0 ! 19-10-12 23-11-1 27-11-7 31-5-3 133.5-0I 39-0-4 44-11-0 I 7-0-0 3-0-0 6-0-0 3-10-12 4.0.5 4-0.5 3-6-13 1-11-13 5.7.4 5.10.12 Scale=1:81.7 5x8= i - 6x8 7x10= 10 4x5 4x5=3x6=2x41111 4x5= 4 6 8 1_. 7.00 12 35 2x4\\ e" 32 33 7 /71 4x5 3 12 0 31 30 0 5x6 i 4x5 8 i 12 13 I1, 0.r qq `pp 37 38 23 22 39 40 21 20 19 41 42 18 17==- r1 N 1- 3x6= 5x6= 4x10= 4x10= 16 15 14 4x10 II 4x10 3x6= 4x5= 4x5= 2x4 H 33-5-0 0-3.0 10-0-0 1 19-1012 23.11.1 I 31-5-3 33.3.4 11 39.0-4 I 44-11-0 1 5-7-4 5-1012 0-1.12 Plate Offsets(X,Y)-- [1:0-3.0,0-0-6],f4:0-3-4,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.26 21-23 >929 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.47 21-23 >503 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.95 Horz(TL) -0.02 14 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:300 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 11-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 10-18 SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. All bearings 0-3-8 except Qt=length)14=0-5-8,21=0-5-8. (Ib)- Max Horz 1=287(LC 11) Max Uplift All uplift 100 lb or less at joint(s)except 1=-474(LC 12),14=-i58(LC 12),21=-722(LC 12),17=-151(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 1=682(LC 21),14=464(LC 18),21=1632(LC 1), 17=849(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-736/742,3-4=-577/744,4-5=-504/666,5-6=-24/371,9-10=-343/262, 10-11=-371/281,11-12=-251/221,12-13=-473/209,13.14—450/189 BOT CHORD 1-23=-539/579,19-21=-449/262,16-17=-119/370,11-17=-589/71,15.16=-77/295 WEBS 3-23=-333/228,5-23=-470/549,5-21=-853/642,6-21=-748/265,6.19=-175/679, .i 111111/1. 8-19=-261/154,11-18=-7/397,12-16=-476/210 `.0% PSA • e,e, NOTES- •% �O ••.... ... "94,', 1)Unbalanced roof live loads have been considered for this design. �� k .•\,� SF••.2j °• 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft L=45tt;eave=5tt;Cat. No 39380 •: II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 10-0-0,Exterior(2)10-0-0 to 14-5-14,Interior(1)27-11-7 to 44-9-4 zone;cantilever left exposed;end vertical right exposed;porch left exposed;C-C for * •, w members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 +a 3)Provide adequate drainage to prevent water ponding. -10•• ..C4. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ..1,_______..„0,... T .4, will fit between the bottom chord and any other members,with BCDL=10.Opsf. �i•.-'4\.,•,•- c ,', .. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 474 lb uplift at joint 1,158 lb uplift at �j,C`...•' 0 A 1 •• c3' joint 14,722 lb uplift at joint 21 and 151 lb uplift at Joint 17. /��SS�O N A;�?.•,` Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only wlih Mllek2 connectors.INs design is based oily upon parameters shown,and Is for an kxlivklual building cornponent.not a truss system.Before use,the building designer must verity the applk:a tAity of design p xraarreters 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. AddnWrxrl ternpxxary avid permanent bracing 1 MITek• Is always required for stability and to prevent collapse with posstle personal Injury and property damage. For general guidance regarding the fobricatkm,storage.delivery,erection and bracing of trusses and inrss systems,seeANSI/TPll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from liuss Plate Institute.218 N.tee Street,Suite 312.Alexandria,VA 22314. 1 Tanga.FL 33610 Job Truss Truss Type Qty I Ply Anastasia I .. T8663586' 10006T0 T27 I Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:37 2016 Page 1 ` ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-?M2Bk891pnFMd2o3fFPiYdnDrfogEDwsOuJDn3zExsW I 6-1-12 12-0-0 19-10 12 24-11-1 29-11-7 p1-5-3 33-5-01 39-0-4 44-11-0 I 1 6-1-12 5.10.4 7.10.12 5-0-5 5-0-5 4.5.131.11.13 5-7-4 5-10-12 Scale=1:81.7 /\ r 5x8= 2x4 I' ,... I 6x8 7x10= 4x10- 3x6= 9 _ 4x5 432 33 5 6 7 8/ 10 T 7.00 12 j =1r t .. 34 :53:31 4x5 m itg 3J o rip 5x6 i m 4x5 O • 12 I Ja 12 i, • 1:''1'' I9 - 23 22 21 36 20 19 37 18 38 39 17 16== ' . 2x4 H 3x6 4x10= 3x5 II 4x10= 4x10= 15 14 13 4x10 i1 3x6= 4x5= 4x5= 2x4 i I 33-5-0 0pr0 6-1-12 i 12-0-0 f 19-10-12 24.11.1 31.53 ,33-3-4 If 39-0-4 44-11-0 I 0-91-0 5-1012 5-10-4 7.1012 5-0-5 6-6-2 '1-10-1 5-7-4 5-1012 0-1-12 Plate Offsets(X,Y)-- 11:0-3-0,0-0.61,14:0-3-4,Edge1,120:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.14 20-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.20 20-21 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.91 Horz(TL) -0.03 1 Wa Wa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:343 lb FT=20% LUMBER- BRACING- 1 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 10-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 8-6-4(5-21);5-5-0(5-20);6-10-9 OTHERS 2x4 SP No.3 (8-18); SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. All bearings 0-3-8 except(jt=length)13=0-5-8,20=0-5-8. (Ib)- Max Horz 1=287(LC 11) Max Uplift All uplift 100 lb or less at joint(s)except 1.443(LC 12),13=144(LC 12), 20=-788(LC 12),16=-130(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 1=666(LC 21),13=453(LC 18),20=1672(LC 2),16=871(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-749/719,3-4=-421/504,4-5=-400/492,8-9=-308/247,9-10=-318/240, 11-12=-446/183,12-13=-429/169 BOT CHORD 1-23=-515/569,21-23=-515/569,20-21=-399/386,18-20=-399/386,15-16=-123/374, ,,�11I�/;#1 10-1 =-52/270 WEBS 3-21=-446/403,4-21=-251/29,5-21=-762/846,5-20=-1516/989,5-18=-232/562, ♦♦♦�,,�PS A. A 4/1, %. 00. ....... <0 ee 1,ee 7-18=-267/158,10-17=0/395,11-15=-484/218 •♦ 'T le NOTES- • •� k�•••�\G•E•NS ‘•••?% ,� • 1)Unbalanced roof live loads have been considered for this design. No 39380 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25/1;B=45ft L=45ft;eave=5ft;Cat. - * �:j II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 12-0-0,Exterior(2)12-0-0 .y to 16-5-14,Interior(1)29-11-7 to 44-9-4 zone;cantilever left exposed;end vertical right exposed;porch left exposed;C-C for :.133.....4 r• members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. i=r- • " ••(V 4 4)All plates are 3x4 MT20 unless otherwise indicated. �i� - < �. ♦♦ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� 0. R 1 0. •` \ ♦♦ 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 •ice ss�• .• ••�`0%♦ will fit between the bottom chord and any other members,with BCDL=10.Opsf. et, 0 N Al-`,`%%S 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 443 lb uplift at joint 1,144 lb uplift at joint 13,788 lb uplift at joint 20 and 130 lb uplift at joint 16. Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 1 0 WARNING-Verity design pa amsrsrs and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Mt Design valid for use oNy with Mlteke)connectors.This design Is based only upon',ammeters shown-and Is for an individual building component.not a truss system.Before use,the balking designer must verity the applicability of design parameters and properly Incoexvole this design Into the overall bulking design. Bracing Indicated is to prevent trialling of inciNkluol 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 falx cotk>n.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,055.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Aiexandrkl.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply Anastasia T8663587 10006T0 T28 Hip I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:38 2016 Page 1 • ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-TZcZyUAfZ4NDECNGDzwx5gJQs35tzkc?cY3mJ W zExsV 7-1-12 14-0-0 19-10-12 25-4-14 30-11-0 39-0-4 44-11-0 I 7-1-12 6-10-4 5-10-12 5-6-2 5-6-2 1 8-1-4 i 5-10-12 1 Scale=1:81.9 2x4 I 7.00 7 6x8 4x10= 3x6= 8x12 5 632 733 8 34 9 2x4 I 3x6 i /i • 111��0 3x6 4 11 4x5 i 3 31 Si 35 4x5 - i ...-, • t v& 12 4 o• 30d 5x6,i,•••••••••000.°°.° .2,2, T 36 455 1213 � oo 1 --- � ui ti ici YY ' `a Y 23 22 21 37 19 38 20 18 39 17'��_ i IN 1 _ 10x12= lik 4x10 II 2x4 ;I 3x6 4x10= 2x4 II 4x10= 16 15 14 3x6= 2x4 II 4x10= 2x4 I 0-A-0 7-1-12 14-0-0 19-10-12 25-4-14 33-5-0 39-0-4 44-11-0 0-0-0 6-10-12 6-10-4 5-10-12 5-6-2 8-0-2 5-7-4 5-10-12 Plate Offsets(X,Y)-- [1:0-7-7,0-0-61,f5:0-3.4,Edge],19:0-5.1,Edge],117:0-5-4,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d 1PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 I Vert(LL) -0.19 17-18 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 I Vert(TL) -0.41 17-18 >730 180 i BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(TL) 0.03 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I I Weight:349 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-6 oc purlins, SOT CHORD 2x4 SP No.2'Except' except end verticals. 10-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-1-12(3-21);6-7-0(5-21);6-7-0 OTHERS 2x4 SP No.3 (8-18);8-1-7(9-18); SLIDER Left 2x8 SP No.2 1-6-0 T-Brace: 2x6 SP No.2-6-20 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=620/0.3.8,14=845/0-5-8,20=2117/0-5-8 Max Horz 1=-232(LC 10) Max Uplift 1=-i97(LC 12),14=-249(LC 12),20=-494(LC 12) Max Gray 1=637(LC 21),14=895(LC 22),20=2158(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-699/319,3-5=-281/276,5-6=-280/296,6-8=-327/344,8-9=-327/344, • 9-10=-909/553,10-12=-910/429,12-13=-986/352,13-14=-845/316 BOT CHORD 1-23=-151/652,21-23=-151/652,20-21=-480/228,18-20=-480/228,17-18=-60/530, ' 1 1 l 1 , 10-17=-304/226 `Ott ��/,, WEBS 6.18=3-23=0335/1 56,8/267, 68=/345!237,9-284, 1533/50121, ,9 174-286/741,151072/224/857, ��"695, ,,0.P E Ns.'-./.1.•• ' .0„, 12-15=-255/173,12-17=-262/143,13-15=-215/764 :� k •••\,\ � •• s% �. i NOTES- NO 39380 1)Unbalanced roof live loads have been considered for this design. .. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psi;h=25tt;B=45ft;L=451t;eave=5ft;Cat. • —'w II;Exp C;Enclt. .,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 14-0-0,Exterior(2)14-0-0 = to 37-3-4,Interior(1)37-3-4 to 44-9.4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate •• ! , • - •�: grip DOL=1.60 '. --r T ;�' :(V: 3)Provide adequate drainage to prevent water ponding. ,',�N”: f c , ,• 4. 4)All plates are 3x4 MT20 unless otherwise indicated. �� 0 R 1 �� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Edi SSS........��' 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 i,,,'0 N A'``,0 will fit between the bottom chord and any other members,with BCDL=10.Opsi. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 197 lb uplift at joint 1,249 lb uplift at Thomas A.Albans PE No.39380 joint 14 and 494 lb uplift at joint 20. MITek USA,Inc.FL Cert 6634 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 r Q WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MU-7473 rev.101034015 BEFORE USE. - Design valid for use only with MITek)connectors.Iris design Is based only upon i xaneters shown.and is for an individual building component not a truss system.Before use,the building designer must verity the applicablity of design',ammeters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek" is always required(or stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I 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 33610 Job Truss Truss Type Oty Ply Anastasia T8663588 10006T0 T29 iPiggyback Base 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:40 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-Pxj KNABv5iexU W XeKNyPAFOhjtoNRbml4sYINOzExsT 8-1-12I 16-0-0 21.0.8 I 26-1-0 l 28-11-0 36-9-4 I 44-11-0 i 8-1-12 7-10-4 5-0-8 5-0-8 2-10-0 ' 7-10.4 8-1-12 4x5= Scale=1:82.1 7x10 7.00 rff 3x6= 2x4 II 10x12 5 29 6 730 31 8 9 • x6 i 3x6 455-.9',...,328 4' 10 4x5 32 1,/3 11 Y 4 — 27 5x6 iN5x6 oss 0 1i✓ I 12 34 22 35 21 20 3619 37 1iN I¢ 4x12 II • 2x4 II 3x6= 4x5= 4x5= 17 16 15 13 2x4 'I 4x10= 3x6— 3x4 II 455= 28-11-0 8-1.12 1600 21-o-s 2511-4 264.0 I 36-9-4 - -- --_- --44-11-0 i 8 1.12 7-10-4s 5-0-8 I 4-10-12 0-11122-10-0 7.10.4 8-1-12 Plate Offsets(X,Y)-- (1:0-7-15,Edgel,(5:0-6-0,Edgel,(9:0-5-1,Edgel,112:0-2-12,0.2-01,(18:0-5-4,Edgel _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Vdeil Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.10 20-22 >999 240 i MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.29 20-22 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(TL) 0.04 18 n/a r a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:317 lb FT=20% • LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, BOT CHORD 2x4 SP No.2*Except' except end verticals. 8-17:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:17-18,16-17. SLIDER Left 2x8 SP No.2 1-6-0 1 Row at midpt 8-18 WEBS 1 Row at midpt 3-20,5-19,6-18,9-18,11-16,12-15 REACTIONS. (lb/size) 1=889/0-5-8,18=2181/0-3-8,13=511/0-5-8 Max Horz 1=329(LC11) Max Uplift 1=-264(LC 12),18=-497(LC 12),13=-179(LC 12) Max Gray 1=979(LC 17),18=2274(LC 19),13=568(LC 22) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1298/471,3-5=-677/412,5-6=-356/364,6-8=0/492,8-9=0/492,9-11=-142/378, 11-12=-556/263,12-13=-519/234 BOT CHORD 1-22=-283/1233,20-22=-283/1233,19-20=-83/593,8-18=-260/162,15-16=-70/390 WEBS 3-22=0/330,3-20=-784/328,5-20=-116/644,5-19=-813/209,6-19=-137/916, 6-18=-1322/365,9-18=-1121/315,9-16=-209/706,11-16=-750/318,11-15=0/317, 12-15=-52/291 `,,,111111111111,/ NOTES- ., ws A ASB",�� 1)Unbalanced roof live loads have been considered for this design. �� ••r' E N A- 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. •,�& •••\.,\ S�•`..,�. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 16-0-0,Exterior(2)16-0-0 NO •39380 • • •: to 35-3-4,Interior(1)35-3-4 to 44-9-4 zone;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 � • "* ^- 3)Provide adequate drainage to prevent water ponding. _ %' 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �-fl; _f 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 .. • 6 1-_,.., •J will fit between the bottom chord and any other members,with BCDL=10.0psf. i-Q-, ' a • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 264 lb uplift at joint 1,497 lb uplift at •••-*,e'�•- c •\�,,� joint 18 and 179 lb uplift at joint 13. •., `` •••• 0 A %O..' e, k.)Cs 0NAinto.0�, Thomas A.Albans PE No.39380 MRek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 mit Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10173/2016 BEFORE USE. Design valid for use only wllh Hktek0 connectors.this design is Lased only upon parameters shown,and Is for an individual building component not 0 truss system.Before use-the building designer must verify the app lkxlW Ity of design parameters and property incorporate this design Into the oveldl building design. gracing Indicated is to prevent buckling of kndMduci truss web and/or chord members only.Additional temporary and permanent tracing M iTe k• is always required for stabiltfy and to prevent collapse wllh possllle personal injury and properly damage. For general guidance regarding the nmPaParke fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANSI/TPI1 Quality Criteria,DSB-86904 Parke East Blvd. buss 9 and BCSI Building Component Safety Information avdlable from Plate knstluto.218 N.tee Street.Suite 312,Alexandria,VA 22314. 6a 33610ast -_ Job Truss Truss Type Qty f Ply TAnastasia T8663589 10006T0 T30 Piggyback Base 4 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:41 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-t8HiaVCYs?mn5g6qu5TejTxsTG8cA2ORI W HRwrzExsS 8-1.12 16-0-0 I 21-0-8 i 26-1-0 , 28-11.0 I 36.9.4 44-11-0 I 8-1.12 7-10-4 5-0-8 5-0-8 2-10-0 7-10-4 8.1.12 4x5= Scale=1:82.1 7x10 7.00112 3x6= 2x4 I 10x12 5 29 6 730 31 8 9 3x6 G ,I 3x6 10 4x5 i 29 4` 4x5 32 11 ca hil611... 1 5x6 II4440000••••••• 3 • 5x6 1212 34 22 35 21 20 36 19 37 1,0-4 _ 38— .. -----•: `v I¢ ' 4x12 I I 2x4 II 3x6 • 4x5- 4x5- 17 16 15 13 2x4 11 4x10_ 3x6 3x4 II 4x5= 28-11-0 8-1-12 16-0-0 21.0-8 25-11.4_ 6i11-(2'2-1O43 •0 369-4 M•11-0 f-------8-1-�2 ---- 7-10-4 --- f ---5-0-8 I_ 4-1012 O-1122-10-0 I 7.19.4 8.1.12 Plate Offsets(X,Y)-- (1:0.7-15,Edge],(5:0-6-0,Edgel,(9:0-5-1,Edgel,(12:0-2-12,0-2-0],118:0-5-4,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.10 20-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.29 20-22 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(TL) 0.04 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:317 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, BOT CHORD 2x4 SP No.2'Except* except end verticals. 8-17:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:17-18,16-17. SLIDER Left 2x8 SP No.2 1-6-0 1 Row at midpt 8-18 WEBS 1 Row at midpt 3-20,5-19,6-18,9-18,11-16,12-15 REACTIONS. (lb/size) 1=889/0-5-8,18=2181/0-3-8,13=511/0-5-8 Max Horz 1=329(LC 11) Max Uplift 1=-264(LC 12),18=-497(LC 12),13=-179(LC 12) Max Gray 1=979(LC 17),18=2274(LC 19),13=568(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1298/471,3-5=-677/412,5-6.356/364,6-8=0/492,8-9=0/492,9-11=-142/378, 11-12=-556/263,12-13=-519/234 BOT CHORD 1-22=-283/1233,20-22=-283/1233,19-20=-83/593,8.18=-260/162,15-16=-70/390 WEBS 3-22=0/330,3-20=-784/328,5-20=-116/644,5-19=-813/209,6-19=-137/916, 6-18=-1322/365,9-18=-1121/315,9-16=-209/706,11-16=-750/318,11-15=0/317, 12-15=-52/291 ,,,,,1111111►/,,',' NOTES- ♦♦♦ SPS A. A� t% i, 2)Wind1) :ASCE roofe (3 second gust)Vasdave been considered for =10 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. �♦s design. ♦♦k • \,•\C'•E N s'••.$ ..1%lam II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 16-0-0,Exterior(2)16-0-0 i to 35-3-4,Interior(1)35-3-4 to 44-9-4 zone;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown; • No 393.80 ••: . Lumber DOL=1.60 plate grip DOL=1.60 r • * d 3)Provide adequate drainage to prevent water ponding. _ — •• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members,with BCDL=10.Opsf. �' •• - TA �" .•44/: 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 264 lb uplift at joint 1,497 lb uplift at .,_ ..*'. 0 • •, .♦�♦ joint 18 and 179 lb uplift at joint 13. �� Q R ��''SS"�N A�Its\•• C��. Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 1 I "mi 0 WARNWVerfy O- design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/201S BEFORE USE. Design valid for use only with Mllek€connectors.This design k based only upon parameters shown,and Is for an txflvkkbuildingpo l building component,not t a truss system.Before me.the bulling designer roust verity the appllcablity of design parameters and properly tx:anrxnate this design Into the overall building design. Bracing indicated is to prevent buckling of indM kal taus web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Iryrry and property damage. For general gukim:e regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-e9 and SCSI Building Component 6904 Parke East BNd. Safely information available from haus plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I Truss I Truss Type play f ly 1 Anastasia I1 T8663590 I I 10006T0 1T31 I Piggyback Base I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:42 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-MKr4nrDAdJuejgglSo?tFgU1NgTEvZFbXA1_SHzExsR 8-1-12 16-0-0 19-1-8 8-1-12 7-10-4 3-1-8 4x5 5x6= Scale:3/16'=1' 7.00 i 12 5 4 3x6 i 13 / \ 0 2x4 II p " 3x6= 2 0 4x5 !J ::= ,/ ..i.s o 9' 8 14 7 15 8 2x4 I' 3x8= 3x8 MT2OHS= 4x5 8-1-12 16-0-0 19-1-8 8-1-12 7-10-4 I 3-1-8 Plate Offsets(X,Y)-- [1:0-2-4,0-1-121,14:0-2-8,0-1-81,15:0-3-0,0-3-01,(6:Edge,0-2-01 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.53 6-8 >429 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.94 6-8 >241 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress lncr YES WB 0.59 Horz(TL) -0.11 11 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 9-5-9 oc bracing. 5-6:2x4 SP No.2 WEBS T-Brace: 2x4 SP No.3-4-8,4-6 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131•x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 9=753/0-5-8,11=730/0-3-8 Max Horz 9=437(LC 12) Max Uplift 9=66(LC 12),11=-324(LC 12) Max Gray 9=772(LC 17),11=899(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-884/59,2-4=-980/313,6-10=-366/863,5-10=-366/863,1-9=-735/121 BOT CHORD 8-9=-486/531 WEBS 2-8=-683/424,4-8=-419/1029,4-6=-736/422,1-8=0/595 NOTES- ,`i%11IIIi�F 1)Unbalanced roof live loads have been considered for this design. ,�� ilk 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=Aft;Cat. `�� _p,S A. A� •,, 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 16-0-0,Exterior(2) •N %e�O,.• ....... E•N•• •''T '.. 16-0-0 to 18-8-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 � k •••\.,\ `SFS•. v, I. plate grip DOL=1.60 No 39380 _ 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. * ;_,w 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ : +, 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide =-O; • • e will fit between the bottom chord and any other members,with BCDL=10.0psf. e• . 2 7)Bearing at joint(s)11 considers parallel to grain value using ANSI/FPI 1 angle to grain formula. Building designer should verify •- „�'T p capacity of bearing surface. •� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 lb uplift at joint 9 and 324 lb uplift at 0� 4* 0 A 1 . �• joint 11. °I k9/•••....••1��• 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1//i'O N Al.' •00 -•os Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 14/I.7473 rev.1 aro3'20I5 BEFORE USE. Mil• Design valid for use only with Weida connectors.this design Is based only upon parameters shown.and is for an kxllvkANx building component,not a taus system.Before use,the building designer must verify the applIcablIN of design parameters and properly Incerrxxate this design Into the overall briding design. Bracing Indicated Is to prevent buckling of Indlvkdual truss web arid/or chord members only. Additional temporary and permanent bracing MiTek' Is always rear/red for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regadng the fabrication,n,storage,delivery,erection and bracing of trusses and taus systems.seeANSI/1PI1 Quality Criteria,DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.lee Street,SuIte 317 Nexandrla.VA 72314. Tampa.FL 33610 Job Truss Truss Type 1 Oty Ply Anastasia T8663591 1000610 T32 Piggyback Base Girder 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:43 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-q W PS?BEoOdOVLzFDOW W 6ou0CX4g7ewSkmgmX_jzExsQ 1 2-0-0 3-5-8 I 7-3-12 11-2-0 16-10-0 i 21-0-12 26-1-0 2-0-0 1-5-8 3-10-4 3-10-4 5.8.0 4-2-12 5-0-4 3x6_ Scale=1:61.9 4 5 6 23 24 7 e 9 25 10 II i — LIEF! 1 R^_ l Y.'1 �f ILI a;1 V' 11=4 o 7.00 j 12 10x14 i 8x10 i 1 2 °�� I,. _ 1 041 18 17 16 26 15 27 14 13 28 12 29 11 7x10 i1 3x6 H Special 5x8= 10x12- 6x8_ 5x8= 3x8 1 Special 3x6 I 2-0-0 3-5-81 7-3-12 11-2-0 i 16-10-0 21-0-12 26-1-0 2-0-0 1-5-8 3-10-4 3-10-4 5-8-0 4-2-12 5-0-4 Plate Offsets(X,Y)-- [1:Edge,0-2-121,[2:0-5-0,0-4-121,13:0-10-0,0-3-81,15:0-4-0,0-2-0],[11:Edge,0-3-8],[12:0-4-0,0-2-41,115:0-6-0,0-5-8],[16:0-3-8,0-2-81,[17:0-6-0,0-6-41 LOADING(psf) SPACING- 2-0-0 CSI. ` DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.17 16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.35 16 >885 180 BCLL 0.0 ' Rep Stress Inc/ NO WB 0.97 Horz(TL) 0.05 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:1016 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, 1-3:2x6 SP No.2 except end verticals. BOT CHORD 2x8 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-14:2x8 SP SS WEBS Web Brace:Length(member) 7-7-2(10-11); WEBS 2x4 SP No.3`Except' 4-17,6-15:2x8 SP No.2,10-11,5-16,8-13,9-12:2x4 SP No.2 3-5:2x4 SP SS OTHERS 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-10-9 REACTIONS. (lb/size) 1=13315/0-5-8,11=5857/0-3-8 Max Horz 1=445(LC 25) Max Uplift 1.3870(LC 4),11=-2167(LC 5) Max Gray 1=13315(LC 1),11=6622(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-10643/3114,2-3=-19724/5809,3-17=-3285/4423,4-5=-391/225,5-6=-8732/2824, 6-8=-8732/2824,8-9=-3086/1008,9-10=-3086/1008,10-11=-6451/2159 ,,11111111/11 • BOT CHORD 1-18=-3850/12557,17-18=-3886/12684,16-17=-5309/17448,15-16=-2148/6707, %‘ S A, � 11 13-15=-1841/5658,12-13=-1841/5658 �S �p` WEBS 3-5=-14905/4642,3-16=-13399/3840,5-16=-2341/8148,5-15=-2711/6537,6-15=-268/166, ,�� .N.4..4.61:1/p1/0,, 8-15=-2059/6254,8-13=-117/482,8-12=-6628/2146,9-12=-274/202,10.12=-2297/7041, � k •••V'G E SSC` • j °• 2-18=-3104/928,2-17=-2269/7675 • No 39380 •t • NOTES- f • `* ,:_ 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: • Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0-5-0 oc,2x4-1 row at 0-9-0 oc. -a; la • T Bottom chords connected as follows:2x8-2 rows staggered at 0-9-0 oc. •• !. T, • • . t/z Webs connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-5-0 oc. '-f -.'"6-=-�--- -•41V-' �• 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 -#.'171161; ''��- R \V. ,•• \�`�� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �� tS•%0.•••• G`, 3) s sign. 4)Wind:ASCE anced r7-10;Vult=1130mph(3 second gust)Vasdoof live loads have been considered for =107mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=26ft;eave=4it;Cat. ��'s NAL II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 "S i/11111 W 5)Provide adequate drainage to prevent water ponding. Thomas A.Albans PE No.39380 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MITek USA,Inc.FL Cert 6634 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 6904 Parke East Blvd.Tampa FL 33610 will fit between the bottom chord and any other members,with BCDL=10.Opsf. Date: 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3870 lb uplift at joint 1 and 2167 lb uplift May 19,2016 at joint 11. 1 • or NH, A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/03/2015 BEFORE USE. Design valid for use only vAth MilekS connectors.This design 8 based only upon p romoters shown.and is or an Individual bolding component,not a truss system.Before use,the bulking designer must verify the applicability 01 design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of kldNidual truss web and/or chord members only.Additional temporary and permanent tracing MiTek" is always requited for stability and to prevent collapse wtih possible personal Injury and properly damage. For general guidance regarding the latrk:etlen.storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPIt Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety information available horn Truss Plate Institute,218 N.lee Street.Stile 312.Alexandria.VA 22314. Tampa.FL 33610 — Job Truss Truss Type Oty Ply Anastasia T8663591 10006T0 132 Piggyback Base Girder 1 3 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:43 2016 Page 2 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-qW PS?BEo0d0VLZFDOW W6ou0CX4g7ewSkmgmX..jzExsQ NOTES- 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)10419 lb down and 3486 lb up at 11-2-0,and 8515 lb down and 1935 lb up at 3-8-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-10=-60,11-19=-20 Concentrated Loads(Ib) Vert:17=-8515(B)15=-8601(F) 1 � Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03/20/5 BEFORE USE. Design valid for use only with Weld))connectors.8ds design is based only upon parameters shown,and is for on txlivkAwl building component,not a truss system.Before see,the building designer must verify the applicability of design parameters and properly Incorpcxat°this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Addtforral 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 tracing of tnuses and truss systems-seeANSI/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdilabie from truss Plate Institute,218 N.tee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job ITruss Truss Type Qty Ply 1 Anastasia T8663592 10006T0 !T33 Piggyback Base 11 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:44 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-IjzgCXFQ9w8My7gPZD1 LK5ZMHU5JNTju?UW 5W 9zExsP 8.1.12I 16-3-3 18-10-0 . 26-1-12 33-5-8 .1-12 8.1.7 8 2.6-13 ' 7-3-12 7-3-12 10x12 4x5= 3x6= 2x4 I I 4x5 Job !Truss Truss Type Qty Ply Anastasia 1 T8663593' 1000610 T34 Monopitch Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:45 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-mvXD0tF2wEGDaHPc7xYatJ6a0uRZ61e1D8Fe3czExsO 6-5-11 12-10-8 19-1-8 I 6-5-11 6-4-13 6-3-0 Scale=1:85.6 7.00 X12 5 5x6- 3x4 i 11 3x6 i •• 3x6= 3 354 m 3x6= 3x4* 1 . - :,.._411114141166\' N . i « IiiIuu� li !d - • 10 g 8 7 13 14 15 6 16 2x4 I 3x4= 5x6= THD26 7x6_ 7x6- THD26 THD26-2 THD26 • 6-5-11 12.10-819.1.8 I i 6-5-11 6-4-13 6-3-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-8],[2:0-1-12,0-1-8],[4:0.1-0,0-1-8L15:0-2.8,0-3-01,16:0-3-0,0.4-41,17:0.3-0,0-4-12] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 I Vert(LL) -0.17 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.30 6-7 >750 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.74 • Horz(TL) -0.04 12 n/a n/a BCDL10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:362 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 2x6 SP No.2'Except` except end verticals. 6-8:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except' 5-6:2x4 SP No.2,4-6:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=1290/0-5-8,12=2201/0-3-8 Max Horz 10=498(LC 8) Max Uplift 10=-129(LC 8),12=-571(LC 8) Max Gray 10=1475(LC 2),12=3473(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1780/157,2-4=-1879/149,6-11=-472/3403,5-11.472/3403,1-10=-1370/155 BOT CHORD 9-10=-505/244,7-9=-497/1475,6-7=-329/1552 WEBS 2-9=-446/91,2-7=-400/309,4-7=-377/2798,4-6=-2693/580,1-9=-3/1421 NOTES- 1111111111/11 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ♦♦♦♦Ot takikS A. AC iii i To chords connected as follows:2x4-1 row at 0-9.0 oc. 0 e e Bottom chords connected as follows:2x6 2 rows staggered at 0-9-0 oc. `♦♦,is ••••\G E•N S;•• '92 . Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. .' \-- F•'•• / 1. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to • ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. No 39380 _•. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25f1;B=45ft;L=2411;eave=4lh Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 ; * ; 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. =-o; 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 T, •• . will fit between the bottom chord and any other members,with BCDL=10.Opsf. � .� � �� 6)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��i '� O R \�. ��, capacity of bearing surface. �i�� `� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 10 and 571 lb uplift �j 61 '•••""••�` at joint 12. ��,�N A,1111`♦ 8)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 12-10-8 from the left end to connect truss(es) to front face of bottom chord. Thomas A.Albans PE No.39380 9)Use USP THD26(With 16(1 nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 13-6-12 from MITek USA,Inc.FL Cert 6634 the left end to 17-6-12 to connect truss(es)to front face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610 10)Fill all nail holes where hanger is in contact with lumber. Date: May 19,2016 LOAD CASE(S) Standard P MIM il' V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1W03/201S BEFORE USE. Design valid tot use only with MiTekO connectors.This design is based only upon parameters shown,and Is for an Irxfividsxl txMating component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bulking design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek or Is sways required for stability and to prevent cdlgne withpossible personal him,/and property damage. For general guidance regaralr>GJ the 6904 Parke East Blvd. labrlcation.storage,delivery.erection and tracing of trusses cud truss systems.seeANSI/TP11 Guotity Criteria,DS8.89 and BCSI Building Component Safely Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Mexandrla.VA 22314. Tampa.Park FL 33610 Job Truss Truss Type Oty Ply Anastasia T8663593 10006T0 T34 Monopitch Girder 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:45 2016 Page 2 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-mvXDQtF2wEGDaHPc7xYatJ6a0uRZ6te1 D8Fe3czExsO LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,6-10=-20 Concentrated Loads(Ib) Vert:7=-1208(F)13=-266(F)14=-266(F)16=-266(F) 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekao connectors.Ibis design Is based only upon parameters shown,and Is tel an Individual building component ent,not a truss system.Before use,the building designer must verify the applicablity of design lxaar neters and properly ely incorporote this design Into the overall budding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Inlury and properly damage. For general guidance regaalng the fabrication,n,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/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,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T8663594 10006T0 T35 Monopitch 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:45 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-mvXDOIF2wEGDaHPc7xYaIJ6dHuYH6yl1 D8Fe3czExsO 6-4-8 12-9-0 6-4-8 6-4-8 2x4 I I Scale=1:52.6 3 7.00 12 8 2 • 7 O :111. • 6 5 4 2x4 I 6-4-8 12-9-0 6-4-8 6-4-8 Plate Offsets(X,Y)-- (1:0-1-4,0-1-8],(2:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Boo) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.10 4-5 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.41 Horz(TL) 0.01 4 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:104 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-4-4 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-9-11(3-4);5-10-8(2-4); REACTIONS. (lb/size) 6=498/0-5-8,4=498/Mechanical Max Horz 6=355(LC 12) Max Uplift 4=-264(LC 12) Max Gray 6=498(LC 1),4=542(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-484/0,1-6=-444/55 BOT CHORD 5-6=-393/413,4-5=-233/478 WEBS 2-4=-621/303,1-5=0/300 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-7-4 zone;end vertical ��1 111 1 1 ig 2) lett exposed;C-C plates ae for me unless and forcesrwise indicated. FFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,� PSA q�4,�� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��•)O •• ......... 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 �� k •••,,\ � ••2j � will fit 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 264 lb uplift at Joint 4. • • • T :441 Thomas A.Albani PE No.39380 MRek USA,Inc.FL Cerl 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 r p 0 WARNING-Verify daetgn parameters and READ NOTES ON THIS AND INCLUDED Mr/EK REFERANCE PAGE Mf1.7473 rev.10/03/2015 BEFORE USE. ith• Design valid for use only with Mileky connectors.this design is based only upon parameters shown,and Is for an Individual[wilding component.not a truss system.Before use,the b lldknJ designer must verity the applicability of design pxiarneters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web arid/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 kYxtcatkn.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate institute.218 N.lee Street,Suite 312.Alexandria,VA 22314. Tarrpa.FL 33610 Job �Truss Truss Type I Qty I Ply Anastasia T8663595 1000610 I T36 Common Supported Gable 11 i 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:47 2016 Page 1 lD:7xKpuve208uyNcSgCQ3Yn4zHeSN-iHezrZHlSrWxpbZ_FMa2ykB1 RhHjaxEKhSkl7UzExsM 16-6-0 33.0.0 16.6.0 16-6-0 Scale=1:53.1 2.00 112 4x5= 3x6 z-- 3x6 3x6 10 11 12 13 14 15 7 8 9 ^ 16 17 4 46 5 6 A" :t3 - 18 19 47 20 45 2 3 " " 21 22 48 a3•--•............... •- - ---- -- --....-•-••-• --- - •• - •:•.•:•......:•....‹....:•:•:•:•:•:•:•7a 3x4= 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4 3x6= 3x6= 33-0-0 33-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.20 Verl(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) rile - n/a 999 BCLL 0.0 • Rep Stress!nor YES WB 0.09 Horz(TL) 0.00 23 n/a r/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:137 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. OTHERS 2x4 SP No.3 REACTIONS. All bearings 33-0-0. (Ib)- Max Horz 1=31(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1,35,36,37,39,40,41,42,43,33,32,31,29,28,27,26, 25,23 except 44=-133(LC 8),24=-133(LC 9) Max Gray All reactions 250 lb or less at joint(s)1,34,35,36,37,39,40,41,42,43,33,32,31,29,28, 27,26,25,23 except 44=382(LC 1),24=382(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-44=-273/309,22-24=-273/309 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psh h=25ft;B=45ft;L=331t;eave=21t;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-2-12 to 3.6-6,Exterior(2)3-6.6 to 32-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`i% ��, 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ,�‘1 S A, /i,� Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. `S �P ...................... d4 I, 4)All plates are 2x4 MT20 unless otherwise indicated. �� ' ' �i 5)Gable requires continuous bottom chord bearing. ��k"•••\_\•J E N Sc •92j�. 6)Gable studs spaced at 1-4-0 oc. • • • i 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380.__ •L 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • * ;_ /w will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,35,36,37,39, =-0.1:,‘T - • 40,41,42,43,33,32,31,29,28,27,26,25,23 except(jt=1b)44=133,24=133. • % <(`•••�•0R ,O..'c' Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 1 r 0. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1083/2015 BEFORE USE. Design valki for use only with Mlteks connectors.this design Is bused only upon parameters shown,and Is for an hdlvidual building component,riot a truss system.Before use,the bulling designer must verity the ar;plicabllty or design parameters and iuor oily Incorporate this design Into the overall bolding design. Bracing indicated Is to prevent buckling of IrxiNkival truss web taxi/or chord members only.Additlond temporary and permanent Wackxs MiTek' Is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance re(Iarcfng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seOANSI/lPt 1 Quality Criteria,DSB-89 and BCSI Bultding Component 6904 Parke East Blvd, Safety Information avdtart,le from truss Plate institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. I Tampa,FL 33610 Job (Truss Truss Type l Qty 'Ply Anastasia T8663596 1000610 T37 ROOF SPECIAL 10 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:48 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4ZHeSN-AUCL2vIxD9eoRl8Bo36HVxk3T5R8JHHTv6UIgxzExsL 17-1-2 -25.8 , 8-1-3 15.10.14 16.6:0! 24.10.13I 33.0.0 l 35-5-8 { 2-5-8 8-1-3 7-9-11 0-7-2 ' 7.9.11 8-1-3 25-8 0-7.2 Scale=1:68.4 7.0012 2.00112 5x6= 4x5 4x5 5 6 6x8= 4 nr 6x8= 3 23 24 7 v c'i M ti� 1 2 22 25 8 9 if4S1et. .�. 1,7, IQQ1' d 7x10= a 15 14 13 12 11 10 2x4 I I 3x12 M18SHS- 4x10 3x12 M18SHS- 2x4 i 7x10 4x10— -2-5-8I 8-1-3 15-10-14 17.1.2 24-10-13 I 33-0-0 . 35-5-8 i 2-5-8 8-1-3 7-9-11 '1-2.5 7-9-11 8-1-3 ' 2-5-8 Plate Offsets(X,Y)-- 13:0-3-0,0-3-0],[4:0-2-4,0-2-41,[6:0-2-4,0-2-41,[7:0-3-0,0-3-01,[12:0-4.0,0-1-12],[13:0-2-8,0-1-12] ---- ----LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Verl(LL) 0.66 13 >681 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -1.67 13-15 >270 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 I Horz(TL) 0.39 9 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:185 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5,5-6:2x4 SP No.2,1-3,7-9:2x8 SP SS BOT CHORD Rigid ceiling directly applied or 5-8-4 oc bracing. Except: BOT CHORD 2x4 SP No.1 5-8-0 oc bracing:8-10 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-12,3-13 REACTIONS. (lb/size) 1=1021/0-5-8,9=1001/0-5-8 Max Horz 1=24(LC 8) Max Uplift 1=-251(LC 12),9=-261(LC 12) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4729/1268,3-4=-3284/883,4-5=-3549/1000,5-6=-3549/1000,6-7=-3283/883, 7-8=-4708/1278 BOT CHORD 2-15=-1219/4669,13-15=-1215/4679,12-13=-718/2943,10-12=-1221/4657, 8-10=-1225/4647 WEBS 5-12=-432/1447,6-12=-1043/362,7-12=-1479/478,5-13=-430/1450,4-13=-1042/363, 3-13=-1501/469 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,0, cJ A III( 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101mph;TCDL=S.Opst BCDL=S.Opsf;h=25ft;6=45tt;L=33ft eave=4ft;Cat. �� OSP ASB I•e� II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-2-12 to 1-0-14,Interior(1)1-0-14 to 16-6-0,Exterior(2) ss'J ......... 4. N 14/0 16-6-0 to 17-1-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 %. A ••�\.,� `SF.••Zj i. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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)Bearing at joint(s)1,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify -O• l', •: ` capacity of bearing surface. 'r..13- TA E • ' 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .— - 1=251,9=261- i' �r.{ O•'�. �•�`�� ,'/III`3;�0N Al ESC;. Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 t, I Q WARNING-Verify design paramMers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.iw03/2015 BEFORE USE. idlin Design vdW for use only with Mlrek3 connectors.this design Is based only upon parameters shown,and is for an IndMd ual building component,not a truss system.Before use.lIre building designer must verify the applicablIty of design parameters and properly Incorporate 1Ns design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss wet'and/or chord members only.Addtiond temporary and permanent txacind MiTek' Is always required for stdrNlty and to prevent collapse with possde personal Inhay and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery, brach-TO ,erection and 01 trusses and truss systems.seeANSI/TPI1 Quality Criteria,05849 and SCSI BuNding Component Safely Information avdiable horn Truss Plate Institute,218 N.lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply i Anastasia 1 T8663597' 10006T0 T38 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:49 2016 Page 1 ID:7xKpuve208uyNcSgCO3Yn4zHeSN-fgmjFFIZ.Tmf3ujNMmdW 19GC7Vmy2jld8mDsCNzExsK 17-1-2 -2-5-8 54-6 9-9-4 15-10-14 16.64 23-2-12 27-11-10 33-0-0 I 35-5-8 • I 2-5-8 I 5-0-6 4.8-14 6-1-10 0-7-LL I 6-1-10 4-8.14 5-0-6 2-5-8 0-7-2 Scale=1:68.4 2.00112 7.00112 4x5= 455= 4x5 7x14 MT2OHS= 4 5 6 7x14 MT20HS= Air 3 23 247 14. s� Cs 22 25 B d 1 2 _ _ili 9 in n ig d - 6x8= 1513 12 10 f� d 14 11 2x4 I I 3x6— 4x10= 3x6_ 2x4 11 6x8= • • 4x10= I -2-5-8 I 9-6-8 9. 4 15-10-14 17-1.2 23.2.12 33.0-0 I 35-5-8 -1 2-5-8 9-6-8 0-2A2 6-1-10 1.2.5' 6-1-10 9-9-4 2-5-8 Plate Offsets(X,Y)-- 12:0-5-0,0-0-0L15:0-2-8,0-1-12],_17:0-0-0,0-0-01,[8:0-5-0,Edge],[12:0-3-0,0-1-12],[13:0-3-8,0-1-12] LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. In (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.44 10-21 >698 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -1.04 10-21 >293 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Inch YES WB 0.60 Horz(TL) 0.11 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:186 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood sheathing directly applied. 1-3,7-9:2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 7-12 WEBS 2x4 SP No.3'Except' 3-13,7-12:2x4 SP No.2 REACTIONS. (lb/size) 15=2090/0-5-8,1=111/0-5-8,9=833/0-5-8 Max Horz 15=36(LC 8) Max Uplift 15=-533(LC 12),1=-72(LC 8),9=-260(LC 9) Max Gray 15=2090(LC 1),1=228(LC 21),9=834(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-543/2168,3-4=-389/155,4-5=-384/208,5-6=-829/320,6-7=-752/251, 7-8=-2503/720 BOT CHORD 2-15=-2064/588,13-15=-2206/628,12-13=-62/490,10-12=-644/2476,8-10=-648/2461 WEBS 3-15=-1881/607,3-13=-688/2670,5-13=-597/102,5-12=-337/1073,6-12=-427/205, 7-12=-1858/572,7-10=0/332 NOTES- ``,�111111!!ll�/, 2)Wind1) :ASCEanced r7 1f0VVullt=130mph(3 second gust)Vasde loads have been considered for =101mph;TCDL=5.Opsh BCDL=5.Opsf;h=2511;B=45ft;L=33ft;eave=oft;Cat. ,��s design. x0• ......... �e-T' . II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-2-12 to 1-0-14,Interior(1)1-0-14 to 16-6-0,Exterior(2) , - •• e S6-- •• ,, ' 16-6-0 to 17-1-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 3)All plates are MT20 plates unless otherwise indicated. No 39380 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ik 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. --0• • 6)Bearing at joint(s)1,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify• . • capacity of bearing surface. •-1-..4s,,_. ' j 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) i,_.e•-. . 4� 15=533,9=260. '!• ' ' ••�•O R ‘9•'..C1� ,,% Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 nv-10/0.3/2015 BEFORE USE. mit Design valid for use only with Mllele®connectors.this design is rased only upon parameters shown,and is for cn IrxdMdual budding component.not • a Inas systern.Before use,the building designer roust verify Me applicability of design pxrcrneters and properly Incorporate this design Info the°wools bulking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional ternpxrary and permanent bracing MiTek" Is always required for stability and to prevent colic;tse with possible personal I iury and property damage. for general guidance regarding the fabrication,storage.delivery.erection and bracing of trtusses and truss systems.seeAN51/1P11 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. ---_-- Safely Information avalable from truss Plate institute,218 N.Lee Street.Suite 312,Alexandria-VA 22314. I Tampa.FL 33610 f Job Truss Truss Type I Qty Ply Anastasia T8663598 10006T0 T39 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries.Inc. Thu May 1911:50:502016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-7sK6TaJ BImuW g21ZwU81aMpNtu66nA?mNQzPkpzExsJ 17-1-2 .2.5-8 5-0-6 I 9.9.4 1 15.10.14 l¢-6`0 : 23-2-12 27.11-10 1 33.0.0 , 35.5.8 I 2-5.8 5-0-6 4-8-14 6-1-10 0-7-2 ' 6-1.10 4-8-14 5.0.6 2-5-8 0.7-2 Scale=1:68.4 2.00112 7.00 4x5= 4x5= 4x5= 7x14 MT2OHS= 4 5 6 7x14 MT2OHS= +..lit 24 7 3 23 M7 v `� `� 25 8 r. 9 r? ^ 2 22 r 0 r?u r. 1 1 --- j`° I/1 a o 6x8= 15 14 13 12 11 10 d 2x4 113x6= 4x10= 3_= 2x4 II 6x8= 4x10 -2-5-8 9-6-8 9.94 15-10-14 17-1-? 23-2-12 33-0-0 35-5-8 I l I 2-5-8 9-6-8 . . 1 Plate Offsets(X,Y)-- [2:0-5-0,0-0-01,[5:0-2-8,0-1-121,[7:0-0-0,0-0-0],[8:0-5-0,Edge],[12:0-3-0,0-1-12],[13:0-3-8,0 1-12] LOADING(psf) SPACING- 2-0-0 CSI. I, DEFL in (loc) Vdefl Ud j PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.44 10-21 >698 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -1.04 10-21 >293 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(TL) 0.11 9 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:186 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied. 1-3,7-9:2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 7-12 WEBS 2x4 SP No.3*Except* 3-13,7-12:2x4 SP No.2 REACTIONS. (lb/size) 15=2090/0-5-8,1=111/0-5-8,9=833/0-5-8 Max Horz 15=36(LC 8) Max Uplift 15=-533(LC 12),1=-72(LC 8),9=-260(LC 9) Max Gray 15=2090(LC 1),1=228(LC 21),9=834(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-543/2168,3-4=-389/155,4-5=-384/208,5-6=-829/320,6-7=-752/251, 7-8=-2503/720 BOT CHORD 2-15=-2064/588,13-15=-2206/628,12-13.62/490,10-12=-644/2476,8-10=-648/2461 WEBS 3-15=-1881/607,3-13=-688/2670,5-13=-597/102,5-12=-337/1073,6-12=-427/205, 7-12=-1858/572,7-10=0/332 ``11111111/I/, 2)Wind:ASCE1)Unbalanced roof live 7-10;Vulltt=1130mph(3 second gust)Vasd have been considered for =10s 1mph;TCDL=5.Opsh BCDL=5.0psf;h=251t;B=4511;L=33ft;eave=oft;Cat. ��sign. ��O�P'S' A. 4Ce-94,', �� II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-2-12 to 1-0-14,Interior(1)1-0-14 to 16-6-0,Exterior(2) �:•��• \.. GENS ' •• j 1. 16-6-0 to 17-1-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. No 39380 . 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. itt '__^_ 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 *- 7�.r1 will fit between the bottom chord and any other members. z-0: •e 6)Bearing at joint(s)1,9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify • . T, . • • capacity of bearing surface. :—Q-Y. - =�� •' 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) �i�..4►; R .\. ,e 15=533,9=260. 0��s • C,� 0'lt,5�0 N Al.1�r.%,` Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 mi, , 0 WARNING-Verily dealgn paramefera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE/WI-7473 rev.1003/2015 BEFORE USE. Desks)valid for use only with Mlleb&connectors.This design is based only upon rxrrarneters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design rxlameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual tru s web and/or chord members only. Additional temrxxary and permanent bracing Wel(' k is always required for stability and to prevent edlapse with possible personal k*av and properly damage. For general gukl nce regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,SeeANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building component 6904 Parke East Blvd. Safety Information avdiable from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandrta.VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Qty Ply Anastasia 18663599 1000610 T40 ROOF SPECIAL 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:51 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-b3uUgwKpW40NICs1UBf_7aMeulal Wgowc4iyGFzExsl 17.1.2 21-2-14 23-10-14 27-10-14 -2-5-8 9.94 15-10-14 1f-6- 18-6-14!9-10.11 122.6.141 12.1-42-:01T,..1.:0144 1 33-0-0 { 2-5-8 1 9.94 I 6-1-10 7- 1.5.12 1-4-0 1.4-0 1-4-0 14.0 1-4-0 51.2 0-7-2 Scale=1:62.3 7.00R2 2.00 52 4x5= 4x5= 5 65x8 6x8= 4 • 3 3:00.80,000018111.1.111.11r:'„,44.2.1‘, 7 838 9 36 4t010 11 12 3x4- n 4x10= umelit 13 14 39 7 Noll volitilogii. 0 �� a 1 2 v Ca '” - — Io7.4 28 27 26 25 24 23 22 21 20 19 18 ••♦3x4= 3x8= 17 16 3x6= 5x6= 354= 3x4= 21-2-14 23.10.14 26-2-8 27.10-14 z s ' 9-6-8 z z 15-1004 /iss2 -4. 1 .0Iz14-0411 -0121-40-11 i 4 0 4 33-0-0e 9-6-8 9-9,4 t 6- 0-4-6 Plate Offsets(X,Y)-- [3:0-3-0,0-3-01,[5:0-2-8,0-1-12],[6:0-3.10,0-0-14],(22:0-3-0,0-0.41 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.11 28-31 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.28 28-31 >518 180 BCLL 0.0 * Rep Stress Incr YES WB 0.42 Horz(TL) -0.02 15 n/a n/a BCDL 10.0 Code FBC2O14/TPI2007 Matrix-MS Weight:169 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 1-3:2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except: BOT CHORD 2x4 SP No.2 6-0-0 oc bracing:2-28,26-28,16-17. WEBS 2x4 SP No.3 REACTIONS. All bearings 7-1-0 except(jt=length)28=0-5-8,1=0-5-8. (Ib)- Max Horz 28=28(LC 8) Max Uplift All uplift 100 lb or less at joint(s)15,1,17,15 except 28=-258(LC 12),16=-190(LC 9) Max Gray All reactions 250 lb or less at joint(s)15,1,17,17 except 28=1033(LC 1),16=723(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-183/768,5-6=-537/202,6-7=-396/148,7-8=-401/141,8-9=-406/137, 9-10=-412/132,10-11=-417/128,11-12=-425/123,12-13=-419/117,13-14=-410/110, 14-15=-262/650 BOT CHORD 2-28=-707/216,26-28=-774/231,24-25=-76/400,23-24=-761400,21-23=-76/400, 20-21=-76/400,19-20=-76/400,18-19=-76/400,17-18=-76/400,16-17=-620/274, 15-16=-274/620 WEBS 3-28=-891/308,3-26=-243/988,5-25=-220/681,6-25=-413/138,14-16=-769/297, ,%%I11111/z1 14-17=-380/1114 •,0 "�NS A. A �i,/i NOTES- ��.�. G 6.•N '9 1)Unbalanced roof live loads have been considered for this design. %� '� ••\-• `SF•'•?/ ,i 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45fh L=33ft;eave=4ft;Cat. : NO 39380 •: _ II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-2-12 to 1-0-14,Interior(1)1-0-14 to 16-6-0,Exterior(2) r 16-6-0 to 17-4-10 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 "ifY�,_ 3)All plates are 2x4 MT20 unless otherwise indicated. — : •y 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7. • .''s` 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 i� r T• - •,?�Z. will fit between the bottom chord and any other members. :rI- - �C/Z. i . 6)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify .� 0 R \O ;�,�� capacity of bearing surface. °i . • 7)Provide except(jt=lb)mecmechanicalconnection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,1,17,15 eeii`90. ,s •�sip N A ��.�`�` 11111 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 lout V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10/03/2015 BEFORE USE. Tin valid for use only with MllelOS connectors.This design Is bawd only upon parameters shown,and Is for on Individual balding ccrrmponorri,not a tr ss system.Before use,the t:xl9ding designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent budding of individual al truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal tyuy and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems seeANSI/lPtl Qualify Criteria,DSB-89 and BCSI BuIding Component 6904 Parke East Blvd. Safely Inlormatton avclable from Inas Plate Institute,218 N.Lee Street,Suite 312.Alexandrkt,VA 22314. Tampa.FL 33610 1 Job ;Truss i Truss Type Oty Ply I Anastasia 1 T8663600 10006T0 11-41 Roof Special 2 I 1 . j Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:52 2016 Page 1 I D:7xKpuve208uyNcSgCO3Yn4zHeSN-3FSsuGLRGO8EwMRy 1 vADfnukpiuZF2B3gkSW pizExsH I -2-5-8 9-9-4 i 15-10-14 16-61p 21-5-14 26-2-8 i 2-5-8 9-9-4 6-1-10 0-7- 4-11-14 4-8-10 Scale=1:50.8 7.00 rii 2.00 12 6x8— 4x5 5 6x8 4 8 19 "513 18 20 H ci: 4x10= h ti. 2 17 6 1 db -' ii x 21 9 0 10 8 = 4x10= R q 2x4 II 4x10= 7 N 0 PI I -2-5-8 9-6-8 9.9[4 16-6-0 I 21-5-14 i 26.2-8 l 2-5-8 9-6-8 0.2.12 6-8-12 4-11-14 4-8-10 Plate Offsets(X,Y)-- [3:0-2-4,Edge],14:0-1-15,0-2-121,[8:0-3-8,0-2-0] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.20 10-13 >737 240 MT20 244/190 ' TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.47 8-16 >416 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.75 Horz(TL) 0.24 7 n/a n/a BCDL 10.0 Code FBC2014JTPI2007 ! Matrix-MS Weight:137 lb FT=2046 LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. 5-7,1-3:2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 3.10-5 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=414/0-3-8,10=1733/0-5-8,1=167/0-5-8 Max Horz 10=-92(LC 12) Max Uplift 7=-118(LC 12),10=•411(LC 12),1=-130(LC 8) Max Gray 7=419(LC 18),10=1733(LC 1),1=258(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-412/1829 BOT CHORD 2-10=-1728/457,8-10=-1845/595 WEBS 3-10=-1538/506,3-8=-474/1968,5-8=-550/134 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=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. .0111111/i.� II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-2-12 to 0-9.4,Interior(1)0-9-4 to 16.6-0,Exterior(2)16-6-0 `%s% S A �,,,� to 19-6-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 %S "N ASB i,�� 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. � 04 s 'T 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 ��k.'•. �,�G E N SF'•.Z••j �� will fit between the bottom chord and any other members. • N O 39380 5)Bearing at joint(s)7,1 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify � capacity of bearing surface. .* -•- 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 7=118,10=411,1=130. -o.....„- ----'f(— �;� O•{ T-- E ' F �• '11,5 VO N Ak s 0� Thomas A.Alban'PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 � f Q WARNING-Verify design paramofars and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mu-7473 rev.1/0312015 BEFORE USE. Design valid for use only with Milek8 connectors.Ills(fusion Is based only upon rxxamelers shown,and Is for cn Inaly luau building component,not a truss system.Before use,the building designer must verity the applicability of design rxaarneters and properly Incorporate this design Into the overall nuking design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek j • is always required for stability and to prevent collapsP with possible personal Injury and property damage. For general Otldcnce regarding the IabdcatIon.storage,delivery,erection and txaclrng of tnisses and truss systems,se0ANSI/1PI1 Qualify Cdtorla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avcikible from buss Plate institute,218 N.tee Street,Suite 312.Alexandria VA 22314. I Tampa.FL 33610 — —- Job Truss Truss Type Qty Ply Anastasia T8663601 10006T0 VO1 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:53 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-XROE5cL31hG4XWO8bchSC?R6D6MI_gaD30B3L8zExsG 4-9-8I 6.1-8 7-5-8 l 8-9-8 10-1-8 I 14-11-0 4-9-8 1-4-0 1-4-0 1-4-0 1-4-0 4-9-8 Scale=1:25.1 4x5= 5 7.00 12 4 6 il 3 7 18 M 2 . 417 I iiit 8 II 1 _A IAN= 1.11111111111116. w. ./ II III r 3x4 16 75 14 13 12 11 10 3x4 0-8-7I 4-9-8 6-1-8 I 8-9-8 10-1-8 14-11-0 0-8-7 4-1-1 1-4-0 2-8-0 1-4-0 4-9-8 LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S 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.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-6-2. (Ib)- Max Horz 1=-103(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,9,16,10,15,14,12,11 Max Gray All reactions 250 lb or less at joint(s)1,9,13,16,10,15,14,12,11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1.2.15 to 4-2-15,Interior(1)4.2-15 to 7-5-8,Exterior(2)7-5-8 to 10-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. `� 0111 1//11, �� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O� I, 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 ``•• MP A4B ,0 • will fit between the bottom chord and anyother members. •E• "/ •i 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9,16,10,15, �,.4 '•�\,\G N S6•.•-4% i, 14,12,11- • No 39380 =p�: T• eilliVi ,,� _"" ; • '7i74S;0 N A G\-4 0 Hsi mot' Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 I Q WARNING•Verity design parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M&7473 rev.1&103/2075 BEFORE USE. i Design valid for use only with MITekav connectors.This design Is based only upon parameters shown.and Is for an i clykru rl bidding component.notith. 1 a truss system.Before use,the b designerroust vert the buildingN applkatdlty of design parameters and properly hcaperrate this design into the overall bolding design. Bracing Indicated Is to prevent buckling of Indvkdual truss web trod/or chord members only. Additional temporary and rx:rman;nt bracing g MMTek' Is always required for stability and to prevent collapse with possible personal loftily and properly damage. For general guidance regarding the fabdcatlon,storage,delivery.erection and bracing of muses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaltable from Taus Ptate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Anastasia T8663602 10006T0 V02 Valley '1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 5 Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:54 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-?eZcJyMho?Ox9gbK9KChkC_FpWfCj6?Ml2xdtazExsF 8-2-12 . 9-6-12 110-10-12 1 12-2-12 113-6-12 I 16-2-12 , 17-6-12 21.9.8 l 8-2-12 1-4-0 1-4-0 1-4-0 1-4-0 2-8-0 ' 1-4-0 4-2-12 Scale=1:39.6 4x5= 9 4x6 II 7 di 11 4x5 11 285 12 3 4 : I : 13 7.00 I q1 •O ` I i 14 ••I r 27 9.4` i 15 2 �� 16 u q i — Imo' -I 47 0 3x4 i 26 25 24 23 22 21 20 19 18 3x4 3x6- 4x10 0-0-7 13-6-12 16-2-12 . 17.6-12I 21-9-8 0-0-7 13-6-5 2-8-0 1-4-0 4-2-12 Plate Offsets(X,Y)-- 13:0-2-8,0-1-8),14:0-2-0,0-0.01,123:0-2-6,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 i Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 17 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:118 ib FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):8 OTHERS 2x4 SP No.3 REACTIONS. All bearings 21.0.10. (Ib)- Max Horz 1=-160(LC 10) Max Uplift All uplift 100 lb or less at joint(s)25,21,18,22,20,19 except 26.129(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,21,18,17,22,20,19 except 25=450(LC 17),26=298(LC 17),23=256(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-25=-346/157,2-26.267/180 NOTES- 1)Unbalanced roof live toads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=24ft eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 10-10-12,Exterior(2)6-6-15 ,,��1111/Iii. to 6-11-13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,�� Cj A, ii, 3)Provide adequate drainage to prevent water ponding. �_ OW Ade ,°,, 4)All plates are 2x4 MT20 unless otherwise indicated. ,��.�•.,,•�G'E •N• •, �� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �: k , \, �.•,Zj 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 • • i will fit between the bottom chord and any other members. No 39380 •S 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)25,21,18,22,20, •``* tee_ 19 except Qt=1b)26=129. - • 8)Non Standard bearing condition. Review required. .-p 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. T ta (1/ .; 0A \ r,,\ %s il WON • ii. to Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 -- 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1.7473 rev.IG/03/2015 BEFORE USE. Design valid for use only with Mllek:7 connectors.this design is based only upon parameters shown,and Is for an Individual building comrxnrnl.riot a taus system.Before rare.the briding designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Placing Indicated Is to prevent buckling of individual truss web aril/or chord members only. Additional temporary and permanent tracing MiTek is always required for stability and to prevent collapse with possible personal Injury and rroperty damage. For general guidance regarding the fabrication,storage,delivery-erection and bracing of trusses and truss systems.srxrANSt/TPl1 Quality Criteria.DSB-89 and BC5I Building Component 6904 Parke East Blvd. Safely Information avdtable from less Plate Institute,218 N.Lee Street Suite 312,Nexandrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type j Oty Ply Anastasia T8663603 1000670 V03 Valley ,1 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:55 2016 Page 1 ID:7xKpuve208uyNcSgCO3Yn4zHeSN-Tq7?W I NKZJ W onpAXj 1 kwHO W OIvOOSZPVW igAP1 zExsE 8-10-12 17-9-8 { 8-10-12 8-10-12 4x5= Scale=1:35.8 3 7.00 12 12 40Hillii, 2x4 11 11 2x4 II v 2 4 10 13 ii 11166. Y 1 w v • r a 3x4 i 9 8 7 6 3x4 2x4 I 2x4 3x6— 2x4 ! 0-0-7 17-9-8 0-0-7 17-9-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 I Horz(TL) TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:69 lb FT=20% L 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. OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-8-10. (Ib)- Max Horz 1=-138(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,5 except 9=-177(LC 12),6=-177(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,5,8 except 9=425(LC 17),6=425(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-9=-365/231,4-6=-365/231 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.6-8 to 3-6-8,Interior(1)3-6.8 to 8-10-12,Exterior(2)8-10-12 to 11-10-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`0111111/i. 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 ,.0� S A, •it, will fit between the bottom chord and any other members. �A �p` ii 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except Qt=lb) ♦,%��..••\...........• ,92�', 9=177,6=177. ♦ .' \. c .. / i No 39380 •• E %,�SS� pA �O, c.7,♦ • ,,,,,,2 N A�E,,.`� Thomas A.Alban)PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.11/032015 BEFORE USE. Design valid for use only with MITekS connectors.this design Is based only urx,n rxx<xneters shown,and Is for an Individual building component.not a truss system.Before use,the brudng designer roust verify the Oppllcablity or design parameters and properly incorporate this design Into tlx:overall building design. Bracing Indicated Is to prevent buckling of IndNkluai truss web and/or chard members only.Additional temporary and permanent tracing BBlvd. 6904 ParkeEast d. � MiTek' Is always required for stability and to prevent collapse with possible personal Injury aril propeuly damage. For general guidance regarding th« lab rlcatkxt storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality CrIteda,DSB-89 and SCSI Building Component Tampa, 33610 B Safely Information available from Truss Plate InstlhAe,218 N.lee Street,Suite 312 Alexandria,VA 22314. I mp , Job ',Truss Truss Type Qty Ply Anastasia T8663604 10006T0 I VO4 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:55 2016 Page 1 I D:7xKpuve208uyNcSgCO3Yn4zHeSN-Tq7?W I N KZJ W onpAXj 1 kwHQW P 1 v 1 vSajVW igAP 1 zExsE 6.10.12I 13-9-8 6-10-12 6-10-12 Scale=1:26.5 4x5= 3 7.00 i12 11 10 12 2x4 II 9 2x4 II 4 2 II 5 aiadgiAdl 1 w� -a: sc•:•: . - 5555----- - -: ---... - ----- �' : e 3x4 i 8 7 6 3x4 2x4 I 2x4 'I 2x4 I 0-0-7 13-9-8 i 0-0-7 13-9-1 LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) Na n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) Na n/a 999 BCLL 0.0 * I Rep Stress!nor YES WB 0.06 1 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-S j Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-8-10. (Ib)- Max Horz 1=-105(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1 except 8=-137(LC 12),6=-137(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,5 except 7=275(LC 1),8=324(LC 17),6=324(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-8=-290/199,4-6=-290/199 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=5.0psf;BCDL=5.Opsh h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 6-10-12,Exterior(2)6-10-12 to 9-10-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,{{{11111//� 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 ,,0 S A 1 will fit between the bottom chord and any other members. ss 0N. .. .. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) ,,Nk�0•• GE•Ns• e14,% 8=137,6=137. •�s. CCS••• I i • No 39380 - ..‘----* • ,_,,, r 0. 1 Thomas A.Albans PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 • Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. �• Design valid for use only 104th Mllekl�connectors.INs design Is based only upon parameters shown,crit is for an IndtvIdual building component not a truss system.Before use,the txikling designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bolding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary andnbracing permanent Ml l;� ek• is always requked for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage.delivery.erection and bracing of trusses and truss systems-seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job i Truss Truss Type Oty Ply Anastasia 10006T0 I V05 Valley 1 1 T8663605 ( , Job Reference(optional) Building Component Supply, Jacksonville.Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:56 2016 Page 1 I D:7xKpuve208uyNcSgCQ3Yn4zHeSN-xOhNjeOyKcffOzljGkF9gd3ZSJM2B 1611MOjyTzExsD 4-10-12 9-9-8 ' 4-10-12 • 4-10-12 Scale=1:19.9 4x5= 2 7.00 Fil 7 6 • 8 5 3 d ••••..•.•. •w�.•w.:w•:••.••:3..........:•:iii❖:•:•:•iii'ii'iiiiii'iii'i:•iii:•iii:i❖:ii*:! iii:i*:•�•iii•�•�•�ii'*:!:ii•:iiiiiiii•:•i:•: • •.r. d 4 2x4 G 2x4 I 2x4- 0-0-7 9-9-8 0-0-7 9-9-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 i Lumber DOL 1.25 BC 0.19 Vert(TL) n/a - n/a 999 BCLL 0.0 • 1 Rep Stress Ina YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-S Weight:33 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. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=165/9-8-10,3=165/9-8-10,4=367/9-8-10 Max Horz 1=-72(LC 10) Max Uplift 1=-57(LC 12),3=-57(LC 12),4=-69(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6.8 to 3-6-8,Interior(1)3-6-8 to 4-10-12,Exterior(2)4-10-12 to 7-10-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live toad 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. 00111111/41 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. `,OSPSAA I/i6.t, O lk.No 39380 -o• 13 • W: :`O-,.} —: : ter' •(V ": � SS �.'' ��N A1. �� iii%iE Thomas A.Albant PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 4l f Mi 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/032015 BEFORE USE. Design valid for use only with MltekID connectors.This design is based only upon rxxaneters shown.and is for an Yxiivdual building component,not a truss system.Before use.the building designer must verify the appiicebllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding 01 Individual truss web and/or chord members only. Addltlonal 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 1 fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/1PIt Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plale Institute,218 N.lee Street.Sulte 312,Alexandria.VA 22314. Tampa,FL 33610 Job I Truss Truss Type Qty Ply ' Anastasia T8663606 110006T0 I V06 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Thu May 19 11:50:57 2016 Page 1 ID:7xKpuve208uyNcSgCQ3Yn4zHeSN-QDFIx-Pa5wnW07KvgSmOMrcmZjkMWUmo_09HUvzExsC 2-10-12 5-9-8 2-10-12 2-10.12 Scale=1:13.2 4x5= 2 1 7.0012 3 1 O O .........:•::::::$:❖::::•:❖:•:'.•:❖:❖:•:❖:•::❖:•:•:•:❖:•::❖:$::::❖:❖:❖:::❖:❖:•:•::❖:•:•:•: :•:❖:•:❖:❖:•:❖:•::•:•:•:❖::: •: 6 4 2x4; 2x4 2x4 0-p-7 5-9-8 o-b-7 5-9-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) rVa - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=98/5-8-10,3=98/5-8-10,4=180/5-8-10 Max Horz 1=-39(LC 10) Max Uplift 1=-38(LC 12),3=38(LC 12),4=-22(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions • shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,��%111111//// 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. ```�•`�PS A. A��i, No 39380 Y* • . :::?:... -o i • , T' • '4,,,�6 N A�E�. ` Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 19,2016 mil, Q WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Destgi valid for use only with MIleka connectors.Ibis design Is based only upon parameters shown,and is car an IndMduai building component,not a truss system.Before use.the braking designer must verify the ri:iplicabYlty of design parameters and properly Incorporate this design Into the overall bullring design. Bracing Indicated Is to prevent buckling of IndMduat truss web and/or chord members only. Additional temporary dnd fx:nnarv.nl bracing MiTek Is always required for stability and to prevent collapse with posstble personal injury and property damage. For general guidance regarding the fabrication,storage,dellvory.erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.Safety Information avalknble from truss Plate institute.218 N.Lee StreetSuite 312,Alexandria,VA 71314. 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