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870 MAIN ST - TRUSS I • . .. _ - \ \\.\ ,, I\ \\\N.''' \ .\ l \\\\ , \ .k ''' I i zF .. \ \ ' - , . \ , .SHOP DRAWING REVIEW DISPOSITION �a ?4 �. ATTENTION:Review of shop drawings is only for conformance with the design concept of the project and does not relieve the contractor f of responsibility for any deviation from the requirements of the shop drawings.Contractor shall determine and verify all field measurements. 0 APPROVED ❑RETURNED FOR CORRECTION R co i I to ❑APPROVED AS NOTED ❑RETURNED WITHO' :,CTION ❑NOT APPRI ED / ❑SEE TRANSMI AL LITER F COMMENTS �� B / DATE 1 _ HULSBERG ENGINEERING,INC. FL CE' .25t 6 b 11481 S . USTINE RD.t 202 b r JACKSONVILL , L32258I • I III �, I L Af/IP . 4. ,..,. 4. I L I� I' I ri I ,f.._ 2 _____--------------- I .. . _ . . . • $ f- • w 27-00-00 7-00 00 m z Q E-c O -- -- E §C '52 a KWF • -41.1a 1- (32�-� -s > > > m w w m <f Ls-11U 1 •1 - , .- -. a E ,dy U Li, J_5' 00 L-3-- <wW 2-06-00 / Dp �c C;� ``3 0(4 .�nn3� O S_VIm�^ / oz•J 0) m '^imm? 0 >uiq > t 2-"-" Q L. pmS 0 177311 Q Z I-- N — L Q-3 <to 1 Q D QV'3F Z• m.ymLU >>O qoq �c0z 2 ' II i d E m'E°m E '- 9 m m= '3 0,40 i1-Q6-00 N n N.�Q' o Q~ E ice.gs, 0 ,,6 2-00 00 o ..25z c'e ° oz t° 12,03>ir 2-0y-00 g J D m a rn u K ; c m 'Z,b"mD .c°.az > `113 ti Ooc:rn it<O 0) 2-00 00 s;o -° ? CO v z m f6 c m C7- q0 C<z ?-01 00 g y 418=o'9-2' 03 5 3 8.,_-° - .°,°crn wa i t 2-00-00 o�E o; 2406).135 co vi 0 D a x�=g Um~mov WrjJ rt gEu" 5=64"" x ; • IIIIIIIIIIIIIIIIIIr". Si E E.f....s.,..6 6°E 7,ti cr'0` co ct lt D� !nP evu <■-®� ° m. - _-- T- 1 I MEW ® a)as 17, 111 o al 6 V I J3 V U.3 1 � i Z C r -.....--._-_.f # 1 I I ./ 1 I Jai $I N O c i I I iXI J3 ° 0) { j 6-00-00 00 - - 0 0 -\ 0 0 0 0 00 -8 0 E y.11 000 N N N N 9 N N 2 a) U ` U N • J3 ; = 0 - 0 co I • J3 D w NV) ..NNT"O m S J3 s° E o c C E"4t m O_ I B J 12 �'a 04, N i{ J3 1 0 -3g oJv)a0 ill i, k J3 �C") CO ko o r J2 8 A.-0 O . O a ,t 1- --iiiiiiimi t-'' kr J7 m �2� to) 1- 0) � ! 9 ° 111111/0/11111111111L. E� �o :� N 000 P !+� 01 Truss Connector Total List m m �,��— N . ' N N f' DG Manuf Product Qty - << �'Zti �-- rn Simpson HUS26 15 €£e m 6_N— -> w_ L - L-- 16 00 00 18-00 00 m g g ��O 2 t0 10-00-00 60400 h- - ----VT 0 p LL ~ i 1 -- lotLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 15-121872 - Lot 2 Block 150 Atlantic Beach MiTek USA, Inc. Site Information: 6904 Parke 3E3a6sttpBlvd. • Customer Info: Elite Homes, INC Project Name: Lot 2 Block 150 Atlantic Beach Moaei: Lot Z Block5150 Atlantic Beach Lot/Block: 2 Subdivision: Atlantic Beach Address: Lot 2 Block 150 City: Atlantic Beach State: FL. Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2014/TP12007 Design Program: MiTek 20/20 7.6 FILE COPY Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 34 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. a No. Seal# Truss Name Date No. Seal# Truss Name Date a o o 1 17767626 Al 12/15/01518 17767643 B6 12/15/015 = o - L a ' 2 177767627 1A2 12/15/015119 17767644 Cl 112/15/015 € d ° a S � 3 117767628 1A3 12/15/015120 17767645 D1 12/15/0151 0 0 w v o a F K 4 117767629 1A4 112/15/015121 17767646 D2 12/15/0151 N " d O N 5 T7767630 1A5 12/15/015122 17767647 DG 12/15/015 a° > s Fr; a a z'' �, 6 117767631 A6 112/15/015123 17767648 El 12/15/0151 o ,, L _ c LL 7 17767632 A7 1 12/15/015124 17767649 HJ1 12/15/01`� :,L,' = W■ 8 117767633 A8 112/15/015125 17767650 HJ2 12/15/01d a 3 o a a v,° o 9 117767634 A9 1 12/15/015126 17767651 J1 12/15/0151 cr gtst ❑ ❑ ❑ P 10 117767635 A10 112/15/015127 17767652 J2 12/15/01 r D a i r 11 17767636 All 12/15/015128 17767653 J3 12/15/015 a d �; • 12 17767637 Al2 12/15/015129 T7767654 V1 12/15/015 0 o A_ z° ¢2 13 117767638 B1 112/15/015130 17767655 1V2 1 12/15/011 _ .� a Q : Z?LL 14 117767639 B2 12/15/015131 17767656 1V3 112/15/015 N o z o 15 117767640 B3 12/15/015132 17767657 1V4 112/15/01d z : a 6 o o a CC ,►W _ 16 1T7767641 B4 112/15/015133 17767658 1V5 112/15/015 5 a s a a W 17 117767642 1B5 112/15/015134 17767659 1V6 112/15/01d d ,��t<< ��a a z° co as ova ❑ ❑ i`- ==a The truss drawing(s)referenced above have been prepared by MiTek ,,S t��PS A q�� Industries, Inc.under my direct supervision based on the parameters •%%,Z p�` 44;./.,,i' provided by TrussMart Bldg Compts, LLC. ��'� •'\.%G E NgF.;9, •• Truss Design Engineer's Name: Albani, Thomas :o My license renewal date for the state of Florida is February 28,2017. _ �I IMPORTANT NOTE:Truss Engineer's responsibility is solely for ..�� 9 P Y Y .13:. STATE OF .'IQ: design of individual trusses based upon design parameters shown ••••0% 'Z''..** • <v on referenced truss drawings. Parameters have not been verified '• '<`** c<`, ••••O R 1 9.•• .,:x` as appropriate for any use. Any location identification specified is -,', S/ONA�0�0% for file reference only and has not been used in preparing design. iiitilttt►tt Suitability of truss designs for any particular building is the Thomas A.abanIPENo.39380 MITek USA.Inc.FL responsibility of the building designer, not the Truss Engineer, 6904 Parke East Blvd.Ta npa FL 33610 per ANSI/TPI-1, Chapter 2. Oaf: December 15,2015 Albani,Thomas 1 of 1 1 'Job 'Truss Truss Type Qty Ply Ler 2 Brock 150 Atlantic Beach 77767626 15-121872 Al HIP GIRDER 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Dec 15 09:50:29 2015 Page 1 ID.kpKPbRVB7 wuAebdnuvzT2Jy91sf-be3sH3rIrzm2X2JdVRT89i5NFoRoBfiwFFuurSy8mf8 I $ 10 35 6-0-0 11-6-0 17.0-0 22-6-0 28-0-0 30-5-11 34-0-0 35.8-0 1-6-0 1 8 35 1 1 2-5-11 5-60 I 5-6-0 1 580 + 5-6-0 1 2-5-11 3.65 1 1-6-0 1 8 Scale=1:62.2 6x8= 7x10 = 5.00 12 3x4 = 3x4 = 6x8— 1.5x4 4 ts>32 X23 24 25 26 27 28 29� 30, 3� 8 1.5x4 ti • ii: ii 3 9 N 17 32 16 33 34 15 35 36 14 37 38 13 39 12 3x10= 3x4= 4x6= 7x10 MT2OHS= 7x10 MT2OHS= 4x6= 3x4 3x10= I 6-0-0 I 10-2-0 14-8-11 I 19-3-5 I 2110.0 1 28-0-0 1 34-0-0 6-0-0 4-2-0 4-6-11 4-6-11 4811 4-2-0 6-0-0 Plate Offsets(X,Y)— 12:0-5-0,0-1-51,14:0-4-0,0-2-21.16:0-5-0,0-4-81.18:0-4-0,0-2-21.110:0-5-0,0-1-51.(14:0-4-12,0-4-81,115:0-4-12.0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.49 14-15 >837 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -1.20 14-15 >340 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.55 Horz(TL) 0.21 10 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:210 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc puffins,except 4-6,6-8:2x6 SP No.2 2-0-0 oc purlins(2-2-5 max.):4-8. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 6-6-7 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2149/0-3-8,10=2205/0-3-8 Max Horz 2=51(LC 8) Max Uplift2=-446(LC 8),10=-478(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=4933/1019,3-4=-4827/990,4-22=-6496/1358,22-23=-6497/1358,5-23=-6500/1358, 5-24=7712/1616,24-25=-7712/1616,25.26=7712/1616,6-26=-7712/1616, 6-27=-7741/1634,27-28=-7741/1634,28-29=-7741/1634,7-29=-7741/1634, 7-30=6587/1414,30.31=-6584/1414,8-31=-6582/1413,8-9=-4972/1072, 9-10=5077/1100 BOT CHORD 2-17=-927/4517,17-32=-869/4433,16-32=-869/4433,16-33=-1478/7103, 33-34=-1478/7103,15-34=-1478/7103,15-35=-1675/7978,35-36=1675/7978, ` t t111111lI1g, , 14-36=-1675/7978,14-37=-1521/7173,37-38=-1521/7173,13-38=1521/7173, �� II WEBS 4-17=0/406,416=509 243175-67-1262/40355-15=-112/790,6-15=410/220, X\ .•• * * A q441 ■∎ 6-14=-368/188,7-14=-72/738,7-13=-1228/381,8-13=-473/2376,8-12=0/404 `♦ ,<`Z,•�0Ci E NSA...-4% °• i NOTES- = No 39380 1)Unbalanced roof live loads have been considered for this design. • 2)),M ASCE 7-10;Vutt=l3omph(3-second gust)Vasd=lotmph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; - * -- i MWFRS(envelope)automatic zone;Lumber DOL=1.60 plate grip DOL=1.60 ==0 3)Provide adequate drainage to prevent water ponding. :1.-52r*".- .-52 TA E r Z 4)All plates are MT20 plates unless otherwise indicated. ■ 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 will •j 0 R 1 _*\ \ ♦♦ fit between the bottom chord and any other members. e�j ss�.. .• ` �■ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=446, I/i�,O N A',,`��• 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Thomas A.Albani PE No.39380 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 1 — - - I A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. ME Design valid for use only with M/Tek®connectors.This design is bosed only upon parameters shown.and is for on individual building component.not a truss system.Before use.the building designer must verity the applicability of design parameters and property incorporate this design into the overoll building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobricotion,storage.delivery,erection and bracing of trusses and truss systems.see ANSVTPIT Quality Qesda,058.89 and 6C51 Building Component 6904 Parke Fist Blvd. Safely Information available from Trans Plate Institute,218 N.Lee Street.Suite 312.Alexondrio.VA 22314. Tampa.FL 33610 Job Truss Truss Type thy Ply Lot 2 Block 150 Atlantic Beach T7767626 15-121872 Al HIP GIRDER 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Dec 15 09:50:29 2015 Page 2 ID:kpKPbRVB?wuAebdnuvzT2Jy91sf-be3sH3rIrzm2X2JdVRT89i5NFoRoBftwFFuurSy8mf8 NOTES- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)73 lb down and 79 lb up at 6-0-0,73 lb down and 79 lb up at 8-0-12,73 lb down and 79 lb up at 10-0-12,73 lb down and 79 lb up at 12-0-12,73 lb down and 79 lb up at 14-0-12,73 lb down and 79 lb up at 16-0-12,73 lb down and 79 lb up at 17-11-4,73 lb down and 79 lb up at 19-11-4,73 lb down and 79 lb up at 21-11-4,73 lb down and 79 lb up at 23-11-4,and 73 lb down and 79 lb up at 25-11-4,and 162 lb down and 186 lb up at 28-0-0 on top chord,and 115 lb down and 28 lb up at 6-0-0,51 lb down at 8-0-12,51 lb down at 10-0-12,51 lb down at 12-0-12,51 lb down at 14-0-12,51 lb down at 16-0-12,51 lb down at 17-11-4,51 lb down at 19-11-4,51 lb down at 21-11-4,51 lb down at 23-11-4,and 51 lb down at 25-11-4,and 115 lb down and 28 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=60,4-8=-60,8-11=-60,2-10=-20 Concentrated Loads(lb) Vert:4=-73(F)8=-159(F)17=-79(F)16=-33(F)13=-33(F)12=-79(F)22=-73(F)23=-73(F)24=73(F)25=-73(F)26=-73(F)27=-73(F)28=-73(F)29=-73(F)30=-73(F) 31=-73(F)32=-33(F)33=-33(F)34=-33(F)35=-33(F)36=-33(F)37=-33(F)38=-33(F)39=-33(F) r 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 81TEK REFERANCE PAGE 811-7473 rev.10/0312016 BEFORE USE. Design valid for use only with M Tele20 connectors.This design is based only upon parameters shown.and is for an individual building component.not - a truss system.Before use.the building designer must verity the applicability of design parameters and properly incorporate This design into the overall building design.Bracing Indicated is to prevent buckling of individual Truss web and/or chord members only.Additional temporary and permanent bracing Mi tek- is always required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.see ANSI/7PI1 Quality Cr feria,DSB-89 and ICS!Building Component 8804 Parke East Blvd. Tampa.FL 33610 Safety Inroalton available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. rm 1 1 Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach 17767627 15-121872 A2 Hip 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA 31320 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50:33 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91 sf-TPJN7RuovCHU?fdPkHY4JYF2mPmA7PUVAts6__Ey8mf4 -1.8.0 I 8-0-0 1 14-0-0 I 20-0-0 I 26-40 I 34-0-0 1.8-0 8-0-0 8-0-0 8-0-0 6.40 8-0-0 Scale=1:81.3 4x8= _ 3x4= 3x4= 4x8= 5.001712- 3 as w 5 mi 21 mi 8 � � 1g�4 W 18 22 17 A�[ 2 7 I. d 1 ) 10 9 8 3x6= 3x4= 5x8 = 3x4 = 3x8 = I 8-0-0 1 1740 I 28-0-0 I 34-0-0 1 8-0-0 9-0-0 9-0-0 8-0-0 Plate Offsets(x.Y)— 12:0-0-6,0-0-01,17:0-0-6.0-0-01,19:0-4-0.D-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) l/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.24 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.67 9-10 >609 180 BCLL 0.0 • Rep Stress Incr YES WB 0.82 Horz(TL) 0.16 7 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:147 lb FT=20% . LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.1 2-0-0 oc purlins(2-11-5 max.):3-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1359/Mechanical,2=1454/0-3-8 Max Horz 2=77(LC 12) Max Uplift7=-179(LC 13),2=-212(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-17=-2651/340,17-18=-2592/349,3-18=-2555/371,3-19=-2384/384,4-19=-2384/384, 4-20=-3268/501,5-20=-3268/501,5-21=-2389/382,6-21=-2389/382,6-22=-2561/369, 7-22=-2656/340 BOT CHORD 2-10=-274/2357,9.10=465/3186,8-9=-462/3187,7-8=-269/2362 WEBS 3-10=-15/660,4-10=-1013/229,5-8=-1011/228,6-8=-15/660 NOTES- Os.„ W11111/if. 1)Unbalanced roof live loads have been considered for this design. `� S A. 11 2)Wind:ASCE 7-10;Vul1=13Omph(3 second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;End.,GCpi=0.18; `�s O 's A�e 0. MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6-11 to 1-10-2,Interior(1)1-10-2 to 8-0-0,Exterior(2)8-0-0 to 30-9-11, �. ••G E N '9�1- Interior(1)30-9-11 to 34-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 „� k ;•\,'1 S \ 1 '. 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. No 39380 = 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. ”' j, 6)Refer to girder(s)for truss to truss connections. -ur•• AL 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=179, TA E • '� 1U 2=212. - .•2 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��� ` 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. '��`-S•� 0 B k -.••,-.N ,,t�5;()NA �%s% Thomas k Alban'PE No.39380 MRek USA.Inc.FL Cert 6634 6904 Parke East BNd.Tampa FL 33610 Date: December 15,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTV(REFERANCE PAGE 3111.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mick®connectors.This design is based only upon parameters shown.and is for an individual building component.not a truss system.Before use,the building designer must verify the appicabiity of design parameters and property incorporate the design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always reputed for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabdcotion.storage.delivery,erection and bracing of trusses and truss systems.see ANSI/Tell Quality Criteria,DSB-69 and SCSI Balding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 ■ i Job Truss 'Truss Type ,Qty Ply Lot 2 Block 150 Atlantic Beach 77767628 15-121872 A3 Hip 1 I Job Reference(ootionall TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue Dec 15 09:50:34 2015 Page I ID.kpKPbRVB?wuAebdnuvzT2Jy91 sf-yctlLnvog WPLdpCbl?3JsmoC3p55s?uf0Xcf Wgy8mf3 I-1-6-0 I 5-3-14 I 10-0-0 I 17-0-0 I 240-0 f 28-8-2 I 34-0-0 I ' 1-8-0 5-3-14 4.8.2 7-0-0 7-0-0 4-8-2 5-3-14 Scale=1:61.2 5x8— 1.5x4 II 5x6 = 5.00 12 4 1521 c1 1%s1 15120 621 621 6 1.5x4 1.5x4 i 7 3 _ 21 16 B g1 2 1$ 11 9 10 3x4 = 5x8= '3x4 = 3x6= axe = I 8-9-14 I 17-0-0 I 25-2-2 I 34-0-0 I 8-9-14 8-2-2 8-2-2 8-9-14 Plate Offsets(X,Y)— [2:0-3-0,Edael.14:0-3-0,0-2-41,(6:0-3-0,0-2-41.[8:0-3-0,Edoel,110:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.21 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.58 10-11 >708 180 BCLL 0.0 • Rep Stress Inc( YES WB 0.17 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:160 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins:4-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1359/Mechanical,2=1454/0-3-8 Max Horz 2=91(LC 12) Max Uplift8=175(LC 13),2=208(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-2819/471,3-18=-2757/490,3.4=2543/412,4-19=-2749/474,5-19-27491474, 5-20=-2749/474,6-20=-2749/474,6-7=-2548/408,7-21=-2764/487,8-21=2828/468 BOT CHORD 2-11=-413/2545,10-11=-273/2213,9-10=-261/2216,8-9=-403/2554 WEBS 3-11=293/175,411=0/387,4-10=140/740,5-10=-480/214,6-10=-139/738,6-9=0/390, 7-9=299/178 NOTES• `%%1111111III� 2)Wind:ASCE roof 0; loads have(3 considered for Vasd=101 mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; ,`%1 j3`7 A' At".1,,, MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6-11 to 1-10-2,Interior(1)1-10-2 to 10-0-0,Exterior(2)10-0-0 to 28-10.1, �� �� •'G E N 'T�1��� Interior(1)28-10-1 to 34-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� ,••�,\ SAC`•••-4% 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 39380 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will * _ fit between the bottom chord and any other members. = , • / 6)Refer to girder(s)for truss to truss connections. -p• j�9 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=175, : L 2=208. TA E • - • z. • 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .(,�r� 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �0, `- 0 R \O.••�\,�� •,,,s`5, 0 N AL��OS•% 11 Thomas A.Alban/PE No.39380 Weir USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 4 ! 0 WARNING-Verify daalgn paramotwa and READ NOTES ON THIS AND INCLUDED IW TEK REFERANCE PAGE 111.7473 rev.10/03/2015 BEFORE USE. N. Design valid for use only with Mudd)connectors.This design is based only upon parameters shown,and is for on individual building component,not o truss system.Before use.the building designer must verify the appicabiity of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storoge.delivery,erection and bracing of trusses and tans systems,see ANSI/IPl1 QuaMy Criteria,DSS-89 and BCSI Building Componanl 6904 Parke East Blvd. Solely Information avo50ble from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Lot 2 Blodc 150 Atlantic Beach T7767629 15-121672 M Hip 1 1 TRUSSMART BUILDING COMPONENTS, Midway, A,31320 7 640ts Reference MiTek(optional) ay Sep 29 2015 MITek Industries,Inc.Tue Dec 15 09:50:34 2015 Page 1 ID:kpKPbRVB?wuAebinuvzT2Jy91 sf-yctlLnvQgWsLdpCbl?3JsmolGp58s?CfOXcf Wgy8mf3 1-143-0 I 8-3-14 I 12-0-0 I 17-0-0 I 22-0-0 I 27-8-2 1 34-0-0 I 1-6-0 8.3.14 5-8-2 5-0-0 5-0-0 5-8-2 83.14 Scale=1:61.2 5x8 = 1.5x4 II 5 5x8= 4 6a tSa gin ba 5a 6 5.00 -I i 2 1.5x4'Zs 20 1.5x4 // 19 7 3 21 1 18 2 8 g1 i i u ,D 9 3x4 = 5x8= 3x4= 303= 3x8 = 1 8-9-14 I 17-0-0 I 25-2-2 I 34-0-0 I 8-9-14 8-2-2 8-2-2 8-9-14 Plate Offsets(X,Y)- f2:0-3-0,Edgel,[4:0-3-0,0.2-41,[6:0.3-0,0-2-41,f8:0-3-0,Edge1,110:0-4-0.0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.18 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.51 10-11 >792 180 BCLL 0.0 • Rep Stress Incr YES WB 0.15 Horz(TL) 0.15 8 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:161 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins,except 80T CHORD 2x4 SP No.2 2-0-0 oc purlins(3-8-4 max.):4-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1359/Mechanical,2=1454/0-3-8 Max Horz 2=105(LC 12) Max Uplift8=-173(LC 13),2=-206(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=2794/438,3-18=-2727/461,3-19=-2533/397,4-19=-2462/421,4-5=-2262/412, 5-6=-2262/412,6-20=-2467/418,7-20=-2538/394,7-21=-2735/458,8-21=-2800/435 BOT CHORD 2-11=379/2518,10-11=-241/2019,9-10=230/2020,8-9=-370/2525 WEBS 3-11=-353/201,4-11=50/480,4-10=-81/471,5-10=-330/148,6-10=-80/470, 6-9=52/485,7-9=-357/203 NOTES- it%%111111/Ili 1)Unbalanced roof live loads have been considered for this design. 0. A // 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;End.,GCpi=0.18; ,.,.%,�,N '4(e /��, MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6-11 to 1-10-2,Interior(1)1-10-2 to 12-0-0,Exterior(2)12-0-0 to 26-9-11, � �. ••' E N'••• ,� Interior(1)26-9-11 to 34-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 � k ;•\,s F•••2j 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 39380 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will * ___ fit between the bottom chord and any other members. = 7••• 6)Refer to girder(s)for truss to truss connections. 7.-0• '- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=173, •' • 2=206. �.�' TA E 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ',--'(% •. 4 O � ,�� 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,,,#\,_6„.0.... 0 F{' ,�•'' IONA�- ••`% 11 Thomas A.Alban/PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 ■ 4 A WARNING-Verify daaIgn pare nW«a and READ NOTES ON 1745 AND INCLUDED MITES REFERANCE PAGE MU-7473 ray.lama ts BEFORE USE. la Design valid for use only with MTek®connectors.This design is based only upon parameters shown.and is for on individual building component.not o truss system.Before use.the bulling designer must verify the appicabitty of design parameters and property incorporate this design into the overall building design. Brackp indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stabity and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication.storage.delivery.erection and broc:ng of trusses and truss systems.see ANSI/TPI1 Quality Crtiarla,058-89 and SCSI Bonding Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 r 1 Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach T7767630 15-121872 AS Hip 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,G0.31320 7.640 s Sep 29 2015 Mat*Industries,Inc.Tue Dec 15 09:50:35 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91sf-OoR8Y7w3RpXCFznnriaYPzLOvDRAbSModBLD26y8mf2 I-1.8.0 I 7-3-14 I 14-0-0 I 20-0-0 28-8-2 I 34-0-0 I 1-6-0 7-3-14 8-8-2 6-0-0 6-8-2 7-3-14 Scale=1:61.2 5x6= 5xe= 4 12R, al r.41 5 _II 5.00 12 1.5x4 \\ 18 22 1.5x4 // .r.1 3 8 N 23 17 2 7 all :: l$ d 10 24 25 9 26 27 8 3x4 = 5x6= 3x4= 3x6= 3x8 = I 8-9-14 { 17-0-0 I 25-2-2 I 34-0-0 I 8-9-14 8-2-2 8-2-2 8-9-14 Plate Offsets(X.Y)— 12:0-3-0,Edgel,f4:0-3-0,0-2-41,15:0.3-0,0-2-41,17:0-3-0,Edoel.19:0-3-0,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.22 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.54 9-10 >754 180 BCLL 0.0 • Rep Stress Ina YES WB 0.15 Horz(TL) 0.14 7 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:158 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(3-5-2 max.):4-5. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1359/Mechanical,2=1454/0-3-8 Max Horz 2=119(LC 12) Max Uplift 7=-172(LC 13),2=-205(LC 12) I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-17=-2743/393,3-17=2667/420,3-18=-2559/409,4-18=2476/437,4-19=-1887/354, 19-20=-1887/354,20-21=-1887/354,5-21=-1887/354,5.22=-24811434,6-22=-2565/406, 6-23=-2673/417,7-23=-27481400 ' BOT CHORD 2-10=-342/2462,10-24=-196/1843,24-25=-196/1843,9-25=-196/1843,9-26=-185/1844, 26-27=-185/1844,8-27=-185/1844,7-8=-324/2468 WEBS 3-10=-391/224,4-10=-132/673,4-9=37/260,5-9=-38/259,5-8=-135/679,6-8=-394/225 `11t11111111//�� NOTES- `���A S A 4f 1)Unbalanced roof live loads have been considered for this design. �� \�`P q� r, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; `s'�O ••G E N d'4:11.1/114,- • e,��1���, MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6-11 to 1-10-2,Interior(1)1-10-2 to 14-0-0,Exterior(2)14-0-0 to 24-9-11, � '' •• \, �••. ✓v Interior(1)24-9-11 to 34-0-0 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. N O 39380 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 = ;V'frt between the bottom chord and any other members,with BCDL=10.0psf. -o. ----. 6)Refer to girder(s)for truss to truss connections. TA E :r L 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=172, v)-;• - 2=205. .�,c"•'ac•� ' `' 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ', `` 0 A, .• 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. i.1 l,,/O N Al-� . • • -I///11111111` Thomas A.Alban/PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 ■ ■ 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE PAN-7473 rev.10103!2015 BEFORE USE. NI Design valid for use only with MTek®connectors.This design's based only upon parameters shown.and is loran individual building component,not a truss system.Before use,the building designer must verify the oppicabitty of design parameters and properly incorporate this design into the overall building design.Bracing rdicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery-erection and bracing of trusses and truss systems,see ANSI/Tell Qua11y Criteria,DS1-89 and BCSI eulding Component 6904 Parke East Blvd. Safety Inlornalon available from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 ■ l Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach 17767631 15-121872 A6 Hip 1 1 Job Reference(ootional) TRUSSMART BUILDING COMPONENTS. Midway.GA 31320 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50.36 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91sf-u_WISwhC7f2s6MzPQ5nx8taCdItKsiysr5mbZy8mf1 I.1.6-01 8-3.14 I 16.0.0 1 18.0.0 I 25-8-2 I 34-0-0 I 1-6-0 8-3-14 7-8-2 2-0-0 7-8-2 8-3-14 i Scale=1:60.3 4x6= 4x8= 4 lla 5 i' �i 5.00 12 18 20 3x4% 3x4 3 6 • r- 21 n $[t 2 ,. [ 7 $ a t0 9 3x8= 1.5x4 II 6x12 1.5x4 II 3x6 = I 8-3-14 I 17-0-0 I 25-8-2 I 340-0 I 8-3-14 8-8-2 8-8-2 8-3-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.17 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.53 9-10 >774 180 BCLL 0.0 • Rep Stress Incr YES WB 0.34 Horz(TL) 0.16 7 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(4-2-6 max.):4-5. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-9,6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1359/Mechanical,2=1454/0-3-8 Max Horz 2=133(LC 12) Max Uplift 7=-170(LC 13),2=-203(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-2703/314,3-17=2544/345,3-18=-1859/282,4-18=-1761/307,4-19=-1686/320, 5-19=-1686/320,5-20=-1760/310,6-20=-1859/278,6-21=2549/343,7-21=-2708/320 BOT CHORD 2-10=-306/2416,9-10=306/2416,8-9=247/2421,7-8=-247/2421 WEBS 3-10=0/322,3.9=-862/240,4-9=-51/441,5-9=-51/441,6-9=-868/243,6-8=0/323 NOTES- 1)Unbalanced roof live loads have been considered for this design. �,1►11111/4, 2)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; s%%` S A- -4 MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6-11 to 1-10-2,Interior(1)1-10-2 to 16-0-0,Exterior(2)16-0-0 to 18-0-0, ,��O�P A�e �j�, Interior(1)22-9-1110 34-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��� •,•�Ci E N S•' 0 0'�� 3)Provide adequate drainage to prevent water ponding. . •• �, F•'•� / • . 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 N o 39380 fit between the bottom chord and any other members. - * : _ 6)Refer to girder(s)for truss to truss connections. - 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=170, =-O; [Y= 2=203. :. �TA E • - • ••gi 8)"Semi rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -. i �rC, 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��+f� ■ 'e'�i.S�lO N A�,�?��� Thomas A.PJbanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 4 d 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED IWTEK REFERANCE PAGE*11.7473 nw.10/03/2015 BEFORE USE. Nat Design valid for use only with Maek®connectors.This design is based only upon parameters shown,and is for an individual building component.not o truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stabity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TPII QuaMy Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avoidable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I 1 Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach T7767632 15-121872 A7 Hip 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.640 s Sep 29 2015 MiTek Industries.Inc. Tue Dec 15 09:50:37 2015 Page 1 ID:kpKPbRVB?wuAebdnu zT2Jy91sf-MBYuz 0xJzRnvUGwAz7c000QnY06Z3Jf54VgJ7?y8mf0 I 8.9-12 I 13-4-0 1 15-4-0 I 23-0-2 I 31-4-0 I 8.9.12 6-6-4 2-0-0 7-8-2 8-3-14 Scale=1:54.5 4x4= 4x6= 3 gki 4 5.00 12 CI. CI. 3x4 i 15 17 3x4 5 14 3x6 1 18 i no 1.1. amm , 6I$ 10 9 8 3x4 II 4x4= 6x12= 1.5x4 II 3x6= I 8.9.12 I 14-4-0 I 23-0-2 1 31-4-0 I 8.9-12 7-6-4 8-8-2 8-3-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.15 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.46 7-8 >811 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(4-7-7 max.):3-4. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-8,5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=1262/Mechanical,10=1233/0-3-8 Max Horz 10=137(LC 13) Max Uplift6=-165(LC 13),10=-139(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1910/248,2-14=-1838/267,2-15=1583/258,3-15=1496/285,3-16=-1436/293, 4-16=-1436/293,4-17=-1509/278,5-17=-1608/257,5-18=23101314,6-18=-2469/290, 1-10=-1168/205 BOT CHORD 8-9=205/1700,7-8=221/2202,6-7=-221/2202 WEBS 2-8=-419/172,3-8=-61/396,4-8=28/343,5-8=-878/240,5-74.1/333,1-9=-176/1586 NOTES- ,\111 111$1 1)Unbalanced roof live loads have been considered for this design. �0 A /itI 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;End.,GCpi=0.18; ,�,o oPS••. q�e,0�i MWFRS(envelope)automatic zone and C-C Exterior(2)0-1-12 to 3-3-6,Interior(1)3-3-6 to 13-4-0,Exterior(2)13-4-0 to 15-4-0, %%,,,(s**••\G E N S•• '92-jam Interior(1)19-9-3 to 31-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� ••�\, F••. ,� 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 39.380 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 - * ti fit between the bottom chord and any other members. — ,/J� 6)Refer to girder(s)for truss to truss connections. •/// = 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=165, ;1- TA E • i • /L� 10=139. i -tea�, - • 4/ 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •, Q `•• �, •*•• 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ire 9..F., • t ** ,��li/11111111,`, Thomas A.AIban1 PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 4 1 0 WARNING-Verity design paramatars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M 1.7473 rev.10/0312015 BEFORE USE. lig• Design valid for use only with Wake connectors.This design's based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate the 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 stoblity and to prevent colapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.see ANSI/rfll QuaMy Crlteda,DSB-119 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 Lot 2 Bock 150 Atlantic Beach 17767633 15-121872 AS Hip 1 1 Job Reference(optional] TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Sep 29 2015 MiTek Industries,Inc.Tue Dec 15 09:50:37 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91sf-MBYuzoxJzRnVUGwAz7c000Qo206D31C54VgJ7?y8mf0 I 5-9-12 I 11-4-0 I 17-4-0 I 24-0-2 ( 31-4-0 5-9-12 584 8-0-0 8.8.2 7-3-14 Scale=1:55.4 558= 556= 5.00 12 3 og A 4 �i t: 4x4� 15 19 2 1.5x4 // • "\ ,, 5 14 N 3x4 11 b 1 •••••r14,00000/ 20 CD ,t) /n r1 II. r1 8 (.} 10 9 21 22 8 23 24 7 3x4= 3x4 = 5x8= 3x4= 34= I 7-3-12 I 14-4-0 I 22-6-2 i 31-4-0 I 7-3-12 7-0-4 8-2-2 8-9-14 Plate Offsets(X,Y)— (3:0.3-0,0.2-41,(4:0.3-0,0.2-41,18:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.18 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.45 7-8 >823 180 BCLL 0.0 • Rep Stress Ina' YES WB 0.39 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:158 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(3-8-13 max.):3-4. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/se) 6=1260/Mechanical,10=1235/0-3-8 Max Horz 10=101(LC 17) Max Uplift 6=-167(LC 13),10=-143(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-15=-1833/315,3-15=-1763/339,3-16=-1600/315,16-17=-1600/315,17-18=-1600/315, 4-18=-1600/315,4-19=-2238/397,5-19=-2322/376,5-20=2432/379,6-20=-2506/360 BOT CHORD 9-10=-214/1640,9-21=-140/1510,21-22=-140/1510,8-22=-140/1510,8-23=-156/1611, 23-24=156/1611,7-24=-156/1611,6-7=-289/2245 WEBS 3-8=-37/322,4-7=-132/689,5-7=-396/225,2-10=1791/253 ,`1111111111111 1)NOTES- Unbalanced roof live loads have been considered for this design. ``u'1 S I'S,A' '4��,�,� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; ,• . •' = ENS;-.14,',. MWFRS(envelope)automatic zone and C-C Exterior(2)0-1-12 to 3-3-6,Interior(1)3-3-6 to 11-4-0,Exterior(2)11-4-0 to 21-9-3, �• k •••�,\ �` •• j • Interior(1)21-9-3 to 31-4-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber • • DOL=1.60 plate grip DOL=1.60 No 39380 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 =-fl• r fa between the bottom chord and any other members,with BCDL=10.Opsf. .:•. fTA E :111/ ••• 6)Refer to girder(s)for truss to truss connections. - 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=167, '� ` O R,O ••• .., 10=143. °i •\(j 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �'i SSA .. .....• '',N-.00%% 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ///110 N A'11 Thomas A Alban/PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 I 1 Nil. 0 WARNING-Verify design paramMVs and READ NOTES ON TIBS AND INCLUDED INTO(REFERANCE PAGE M1-7473 raw 10/03/2015 BEFORE USE. ■ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component.not o truss system.Before use.the building designer must verify the oppacabiaty of design parameters and properly incorporate the 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 otwoys requeed for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TPI1 Quality Crtieda,DSB-89 and BCSI Balding Component 6904 Parke East Blvd. Sagely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 1 1 . Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach 17767634 15-121872 AS FIN!Hip 1 1 Job Reference(ootional) TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50:38 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91 sf-gN6GA8yxkkvm6QVMXg7FObzw7OSiodnFJ9atfRy8mf? I 4.9.12 I 9-4-0 I 16-6-13 I 23.9-11 I 31-4-0 I 4-9-12 4-6-4 7-2-13 7-2-13 7-6-5 Scale=1:55.7 5x8= 1.5x4 II 5x8 = 3x4 II 5.00 12 3 rsa tm 13 6a 4 6a 6a 14 lm - 5 170 6a 15 Da IX 4x4 2 12 �• 3x4 II 1 J us ra $ E. 11 10 9 8 7 3x4= 3x4= 5x8 = 1.5x4 I I 3x6= 1 7-11-12 I 168.13 I 23.311 } 31-4-0 I 7-11-12 8-7-1 7.2-13 7-6-5 Plate Offsets(X,Y)— 13:0-3-0,0-2-41.15:0-4-0,0-3-01.19:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.13 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.39 9-10 >961 180 BCLL 0.0 * Rep Stress Inc( YES VIM 0.94 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:177 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(2-2-0 max.):3-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. WEBS 1 Row at midpt 5-7 • MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1242/Mechanical,11=1242/0-3-8 Max Horz 11=132(LC 12) Max Uplift7=-223(LC 8),11=-181(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1836/289,3-13=-1978/349,4-13=-1978/349,4-14=-1978/349,5-14=-1978/349 BOT CHORD 10-11=-370/1569,9-10=-302/1617,8-9=-26211461,7-8=-262/1461 WEBS 3-9=-92/439,4-9=-455/203,5-9=-188/629,5-8=0/309,5-7=-1736/311,2-11=-1768/275 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; ,%�1 ill l/Il MWFRS(envelope)automatic zone and C-C Exterior(2)0-1-12 to 3-3-6,Interior(1)3-3-6 to 9-4-0,Exterior(2)9-4-0 to 13-9-3 zone;end ,,�"�"A S A ,4. vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •N r`P q� �, 2)Provide adequate drainage to prevent water ponding. ♦��.j.n‘`1% ..*\G E N S. e'91, i, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ A \, F.... / i 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will • fn between the bottom chord and any other members. N O 39380 5)Refer to girder(s)for truss to truss connections. •* ,� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=223, : / 11=181. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 'T E ��:'8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. - 'e,I;O N A�E,0.% Thomas k Albanl PE No.39380 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 4 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE IIYI-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 on individual building component.not a truss system.Before use,the buiding designer must verify the oppicobirty of design parameters and property incorporate this design into the overall buiding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stabiity and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSVTPI1 Quality Criteria.DSB-89 and SCSI Balding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexond ia.VA 22314. Tampa,FL 33610 1 1 Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach 17767635 15-121872 A10 Roof Special 1 I Job Reference(ootionall TRUSSMART BUILDING COMPONENTS, Midway,GA.31320 7.640 s Sep 29 2015 MiTek Industnes.Inc. Tue Dec 15 09:5030 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91sf-3gdFVPswcHuv8Bug39 NiwdW4CkWw2M3TveSNvy8mf7 Ore 3.8.8 I 7-4-0 I 15-2-13 I 23-1-11 I 31-4-0 I 0-&t 3-0-0 3-9-8 7-10-13 7-10-13 8-2-5 Scale=1:55.4 5.00 12 5x8= 1.54x4 II 5x8= 38gx4 II 3 w 13 tsa CR1 6a 6a W , - 6a cm 14 6x1 ter 2x4= 6x8 — 6� r 1 '. 5,0 72 ft .1 d :f. 11 10 9 8 7 3x4= 3x4 = 5x8= 1.5x4 II 3x8= Of8- 7-4-0 1 15-2-13 I 23-1-11 I 31-4-0 0$-� 6-9.8 7-10-13 7-10-13 8-2-5 Plate Offsets(XY)– 12:0-4-0,0-2-81,13:0-3-0,0-2-41,15:0.4-0,0.3-01.19:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.13 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.36 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES VvB 0.78 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:174 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except 1-2:2x6 SP No.2,3-5:2x4 SP No.1 end verticals,and 2-0-0 oc purlins:1-2,3-6. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-7 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1242/Mechanical,11=1242/0-3-8 Max Horz 11=94(LC 9) Max Uplift7=-224(LC 8),11=-190(LC 8) FORCES. (Its)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-12=-1844/261,3-12=-1774/276,3-13=-2386/426,4-13=2386/426,4-5=23861426 BOT CHORD 10-11=-309/1415,9-10=-279/1680,8-9=-335/1867,7-8=-335/1867 WEBS 2-11=-1755/298,2-10=-22/325,3-9=-172/800,4-9=-497/221,5-9=-104/589,5-8=0/343, 5-7=-2057/369 NOTES- ,11111111/IIlI 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; ``�� S A- I�� MWFRS(envelope)automatic zone and C-C Exterior(2)0-1-12 to 3-6-8,Intenor(1)3-6-8 to 7-4-0,Exterior(2)7-4-0 to 10-5-10 zone;end ♦,N OrI '4�e �jl, vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦ '9 2)Provide adequate drainage to prevent water ponding. ♦♦'N ••V�G E N S�••o y/ °' 3)This truss has been designed for a 10.0 psf bottom chord five 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 : N O 39380 fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. '••' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=224, �-o' .- �`� 11=190. �.11.-t ..ETA E 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i "' 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0�-� / O R `,-, . ��,♦♦ ,''',s`S�O N A..�C%%% 11 Thomas A.Albans PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 4 1 0 WARNING-Verify daalgn parameters and READ NOTES ON TIES AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use ony with?ATeke connectors.This design is based only upon parameters shown,and is for on individual building component.not a truss system.Before use.the building designer must verity the applicability of design parameters and properly'incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication.storoge.delivery.erection and bracing of trusses and truss systems.see ANSI/IPI1 Quality Criteria.DS6.89 and[SCSI Building Component 6904 Parke East Blvd. Safety Infamtalton available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 • i Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach T7767636 15-121872 All Half Hip 1 1 Job Reference loptional) . TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Sep 29 2015 MiTek Industries,Inc.Tue Dec 15 09:50:31 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91 sf-X1 BdilsYNbOmmLTOcsVcE7Aihc16fTVDiZN?vLy8mf6 1 2-4-0 I 9.6-2 1 16-8-4 I 23-10-6 I 31-4-0 1 2-4-0 7-2-2 7-2-2 7-2-2 7-5-10 Scale=1:56.2 5.00 12 5x8 3x4= 5x6= 1.5x4 II 3x10 = 1.5x4 I I 2 6a 6a 12 Da 3 cm ff0 6d 6a 4 6a 6a 6a Im 6a W 13 r a IK r „....,...../ N t: II Cli c>s 1 11 10 9 8 7 3x4= 3x8= 54 = 4x12 = 2x4 II I 7-11-12 1 15.0-0 I 23.10-6 1 31-4-0 I 7-11-12 7-8-4 8.2.8 7-5-10 Plate Offsets(X,Y)- 12:0-3.0,0-2-41,14:0-3-0,0.3-01.f8:0-3.12.0-2-41,19:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.19 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.54 8-9 >686 180 BCLL 0.0 • Rep Stress Incr YES WB 0.91 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:164 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,and 2-0-0 oc purlins(2-2-0 max.):2-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1242/Mechanical,11=1242/0-3-8 Max Harz 11=74(LC 9) Max Uplift 7=-231(LC 9),11=-204(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-12=-2179/394,3-12=-2179/394,3-4=-2890/525,4-5=-2171/401,5-13=-2171/401, 6-13=-2171/401,6-7=-1175/266 BOT CHORD 10-11=-188/761,9-10=-496/2489,8-9=-558/2909 WEBS 2-10=245/1659,3-10=-756/249,3-9=-78/463,4-8=-816/182,5-8=-470/218, 6-8=-431/2338,2-11=-1353/309 NOTES- `1/1111111f/I/I 1)Unbalanced roof live loads have been considered for this design. ��� S A. ��, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;End.,GCpi=0.18; ♦♦♦OAP 'q�0'41,,'1., � MWFRS(envelope)automatic zone and C-C Exterior(2)0-1-12 to 6-9-3,Interior(1)6-9-3 to 31-2-4 zone;end vertical left exposed;C-C ♦ for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦♦♦,``r••\.\G E N S�.••.I% °' • 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. 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 will - fit between the bottom chord and any other members. - • 6)Refer to girder(s)for truss to truss connections. ='0: f--. lr 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=231, : TA E 11=204. � i Ce� 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 0• •. / Q •. ��♦♦� 9)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 0j �•••, 0 R ♦♦ i''' Si NA�1S.N• Thomas A.PJbanl FE No.39380 MITek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 1 I 0 WARNING-Verity design parameters and READ NOTES ON MS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component.rat a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always requied for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the • fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/DP11 Quality Criteria,DS11-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available horn Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach 17767637 15-121872 Al2 Half Hip Girder 1 1 Job Reference(ootionall TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50:32 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91 sf-?DI?w5tA8u9dOV2CAa1 mLjvf?UZOwsMxD7ZSny8mf5 a14-P 5-5-7 I 10.6.13 I 15-8-4 ( 20-9-11 1 25-11-1 ( 31-4-0 1 0-4.0 5-1-7 5-1-7 5-1-7 5-1-7 5-1-7 5-4-15 Scale=1:54.5 4x8= 1.5x4 II 3x10= 5x6= 3x10= 1.5x4 I I 4x8= 1 _ m45 X18 2 fm17 X18 tm 3 19 Ri 20 ` 21 cm 22 cm 523m 24 cm 25 cm 6 28 /RI 27 Im 28 rga Ittw I_ .r •• tw .. .■ V, --x"111 14 29 30 13 31 32 t2 33 34 11 35 38 70 37 38 39 9 40 41 42 8 5x8 II 8x12- 7x10= 3x10 - 7x10 = 8x12 - 5x8 II 1 5-5-7 i 10.6-13 I 15-8-4 I 20-9-11 I 25-11-1 1 31-40 I 5-5-7 5-1-7 5-1-7 5-1-7 54.7 5-4-15 Plate Offsets(X,Y)- 11:Edae,0-1-131,14:0-3-0,0-3-41.18:Edge,0-3-8L 110:0-5-0,0-4-81,f12:0-5-0,0-4-121 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP • TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.38 11 >975 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.93 11 >401 180 BCLL 0.0 • Rep Stress Incr NO WB 0.91 Horz(TL) 0.12 8 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:189 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD 2-0-0 oc purlins(2-3-6 max.):1-7, except end verticals. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 7-6-2 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-13,5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=2073/Mechanical,14=2103/0-3-8 Max Uplift8=-443(LC 4),14=-451(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=3723/793,15-16=-3723/793,2-16=3723/793,2-17=-3723/793,17-18=3723/793, 3-18=-3723/793,3-19=-6510/1389,19-20=-6510/1389,4-20=-6510/1389, 421=-6510/1389,21-22=-6510/1389,22-23=6510/1389,5-23=-6510/1389, 5-24=-3717/792,24-25=-3717/792,6-25=3717/792,6-26=-3717/792,26-27=3717/792, 27-28=-3717/792,7-28=-3717/792,7-8=-1942/477,1-14=-1960/491 BOT CHORD 13-31=-1255/5869,31-32=-1255/5869,12-32=-1255/5869,12-33=1255/5869, 33-34=-1255/5869,11-34=-1255/5869,11-35=-1254/5863,35-36=1254/5863, 36-37=-1254/5863,10-37=-1254/5863,10-38=-1254/5863,38-39=1254/5863, , 'a%%%t I ll$gg i, WEBS 11---13=-849/408732-13=-518/267,3-13=-2381/513,3-12=0/357,3-11=179/712, `�•%O.nPS, A',4, f,,j., 4-11=-485/249,5-11=-184/718,5-10=0/355,5-9=2382/513,6-9=-524/270, ``��� •.•�G E N S,•. q,` ,� 7-9=848/4012 ♦ •' \., F•••, ■ i• NOTES- No 39380 1)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; r - - * 1 "• MWFRS(envelope)automatic zone;Lumber DOL=1.60 plate grip DOL=1.60 -- : %j; 2)Provide adequate drainage to prevent water ponding. -0• ' !CC 3)The solid section of the plate is required to be placed over the splice line at joint(s)12,10. �,�: T E {L 4)Plate(s)at joint(s)12 and 10 checked for a plus or minus 2 degree rotation about its center. • - - • 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •,-of\ / Q •• ��,�� 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 ,j <• 0 A t `� `s fit between the bottom chord and any other members. 00, ss•........!•‘...\,-,,,s-• ,,s 8)Provide mlechanicalrc truss to truss connection(by others)connections.of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ile 8=443, ,���•11 N A,`;���, 9 P P 9 P 1 O P (jt=lb) 14=451. Thomas A.Nbanl PE No.39380 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. MITek USA,Inc.FL Cert 6634 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 f - 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M1-7473 rev.10/03,2015 BEFORE USE. MN Design valid fcr use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component.not o truss system Before use.the building designer must verify the appicobiity of design parameters and property incorporate this design into the overall i building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- ' is always requied to stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TPIl Ovally Cdt.da.DSB-89 and SCSI Bulding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33810 6 I 1 Job Truss Truss Type Oty Ply Lot 2 Bads 150 Atlantic Beach 17767637 15-121872 Al2 Half Hip Girder 1 1 Job Reference footionall TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50:32 2015 Page 2 ID kpKPbRVB?wuAebdnuvzT2Jy91 st-?DI?w5tA8u9d0V2CAa1 mLjvf?UZOwsMxO7ZSny8mf5 NOTES- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)73 lb down and 79 lb up at 0-1-12,73 lb down and 79 lb up at 2-4-12,73 lb down and 79 lb up at 4-4-12,73 lb down and 79 lb up at 6.4-12,73 lb down and 79 lb up at 8-4-12,73 lb down and 79 lb up at 10-4-12,73 lb down and 79 lb up at 12-4-12, 73 lb down and 79 lb up at 14-4-12,73 lb down and 79 lb up at 16-4-12,73 lb down and 79 lb up at 18-4-12,73 lb down and 79 lb up at 20-4-12,73 lb down and 79 lb up at 22-4-12,73 lb down and 79 lb up at 24-4-12,73 lb down and 79 lb up at 26-4-12,and 73 lb down and 79 lb up at 28-4-12,and 73 lb down and 79 lb up at 30-4-12 on top chord,and 51 lb down at 0-1-12,51 lb down at 2-4-12,51 lb down at 4412,51 lb down at 6-4-12,51 lb down at 8-4-12,51 lb down at 10.4-12,51 lb down at 12-4-12,51 lb down at 14412,51 lb down at 16-4-12,51 lb down at 18-4-12,51 lb down at 20-4-12,51 lb down at 22-4-12,51 lb down at 24-4-12,51 lb down at 26-4-12,and 51 lb down at 28-4-12,and 51 lb down at 30-4-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=-60,8-14=-20 Concentrated Loads(lb) Vert:14=-33(B)1=-73(B)3=-73(B)12=-33(B)15=-73(B)16=73(B)17=-73(B)18=-73(B)19=73(B)20=-73(B)21=-73(B)22=-73(B)23=-73(B)24=-73(B)25=-73(B) 26=-73(B)27=73(B)28=-73(B)29=33(B)30=-33(B)31=-33(B)32=-33(B)33=33(B)34=-33(B)35=-33(B)36=33(B)37=-33(B)38=-33(B)39=-33(B)40=-33(B) 41-33(B)42=33(B) 1 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.IW03/2018 BEFORE USE. Design valid for use only with Mi7ek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use.the building designer must verify the oppicabiity of design parameters and property incorporate the design into the overall building design.Brac'ag indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TPII QuaMy Criteria.DSB-89 and SCSI Balding Component 6904 Parke East BMA. Tampa.FL 33610 Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. r I Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach 17767638 15.121872 81 Hp Girder I 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 a Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50:39 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91 sf-IZgeOUzZV21 dja4Y4YfVZpV6jgm7XDlOYpJQBty8mf_ 1-8-0 I 8 I 35 6-0-0 11-0-0 16-0-0 21-0-0 23-5-11 27-0-0 28-6-0 8 1-6-0 35 I I I I 2-5-11 5-0-0 5-0.0 5-0-0 I 2-5-11 i 3-6-5 I 180 Scale=1:50.5 5x8= 3x4 = 1.5x4 II 5x6= 5.00 12 4 6Z1.1 eR?2 5 X23 gt 25cm 6 2q- 2ga 7 1.5x4 ri ial 1.5x4 i 3 8•• N 9 b g1 r . i% ry 10 ; _ _ d 14 28 29 13 30 31 32 12 33 34 11 3x4= 5x6 = 4x8 = 3x4= 3 3x8= x8= I 6-0-0 I 11.0-0 I 16-0-0 I 21-0-0 I 27-0-0 I 6-0-0 5-0-0 5-0-0 5-0-0 6-0-0 Plate Offsets(X,Y)- (4:0-3-0,0-2-41.17:0-3-0.0•2-41,113:0-3-0,0-3-41 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/del Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.28 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.69 12-13 >468 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.38 Horz(TL) 0.16 9 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins,except 4-7:2x4 SP No.1 2-0-0 oc purlins(2-4-8 max.):4-7. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-6-0 oc bracing. 9-13:2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1714/0-3-8,9=1762/0-3-8 Max Horz 2=53(LC 31) Max Uplift 2=-370(LC 8),9=-388(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=3380/740,3-4=-3352/730,4-21=-4512/1002,21-22=-4512/1002,5-22=-4512/1002, 5-23=4584/1042,23-24=-4584/1042,2425=4584/1042,6-25=-4584/1042, 6-26=-4584/1042,26-27=4584/1042,7-27=-4584/1042,7-8=-3474/796,8-9=-3504/787 BOT CHORD 2-14=664/3039,14-28=-633/3081,28-29=-633/3081,13-29=-633/3081,13-30=-941/4543, 30-31=941/4543,31-32=-941/4543,12-32=-94114543,12-33=-678/3193, 33-34=-678/3193,11-34=678/3193,9-11=-661/3155 WEBS 4-14=0/279,4-13=-381/1669,5-13=-571/283,6-12=-523/268,7-12=-322/1589, ,,,11111111////, 7-11=0/285 ,�0% A p1/4S A. .q //I■ NOTES- `��,<`Z��C•+',\G E N <e'9�j.••. 1)Unbalanced roof live loads have been considered for this design. 4 • \.• F•'•• / • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; • MWFRS(envelope)automatic zone;Lumber DOL=1.60 plate grip DOL=1.60 N O 39380 a• 3)Provide adequate drainage to prevent water ponding. '' • ... ,, ---- onding. - * „� 4)The solid section of the plate is required to be placed over the splice line at joint(s)13. i- 5)Plate(s)at joint(s)13 checked for a plus or minus 3 degree rotation about its center. 7:131 6_.----- 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. TA E 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 will _�__ - •'(VLF fit between the bottom chord and any other members. �� ,(� Q •,• ���� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=370, •j,`` , O R 1 e-? ,� 9=388. ��SSA.......�� `•• 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. t// ON A1- ,�o 10)Graphical puffin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. ///1111116%1 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)73 lb down and 79 lb up at 6-0-0, Thomas A.Alban/PE No.39380 73 lb down and 79 lb up at 8-0-12,73 lb down and 79 lb up at 10-0-12,73 lb down and 79 lb up at 12-0-12,73 lb down and 79 lb up MITek USA,InC.FL Cert 6634 at 13-6-0,73 Ib down and 79 lb up at 14-11-4,73 Ib down and 79 lb up at 16-11-4,and 73 lb down and 79 lb up at 18-11-4,and 216 6904 Parke East Blvd,Tampa FL 33610 lb down and 186 lb up at 21-0-0 on top chord,and 115 lb down and 28 lb up at 6-0-0,51 lb down at 8-0-12,51 lb down at 10-0-12, Date: 51 lb down at 12-0-12,51 lb down at 13-6-0,51 lb down at 14-11-4,51 lb down at 16-11-4,and 51 lb down at 18-11-4,and 115 lb December 15,2015 down and 28 lb up at 20-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 4 1 A WARNING-Verily design dominion and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*144.7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system Before use,the building designer must verify the appicabiity of design parameters and property incorporate this design into the overall building design.Brocing indicated Is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek' is always requred for stability and to prevent colopse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.see ANS1/TPI1 Qualify Cr feria.DSB-89 and SCSI Binding Component 6904 Parke East Blvd. Safety Inlormalbn avoilable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandra.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach 17767638 15-121872 B1 Hip Girder 1 1 Job Reference lootional) TRUSSMART BUILDING COMPONENTS, Midway,GA.31320 7.640 s Sep 29 2015 MiTek Industries,Inc.Tue Dec 15 09:50:39 2015 Page 2 ID:kpKPbRVB?wuAebdnuvzT2Jy91 sf-IZgeOUzZV21dja4Y4YlVZpV6jgm7XDtOYpJQBty8mf_ NOTES- 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-7=-60,7-10=60,15-18=-20 Concentrated Loads(lb) Vert:7=-159(8)14=-79(B)4=73(8)11=-79(B)21=-73(B)22=-73(B)23=-73(B)24=-73(B)25=-73(B)26=-73(B)27=-73(B)28=-33(8)29=-33(B)30=-33(B)31=-33(B) 32=-33(B)33=-33(B)34=-33(B) • 0 WARNING-Way daalgn panmelwa and READ NOTES ON TIES AND INCLUDED MTEK REFERANCE PAGE MI-7473 nv.10/03/2016 BEFORE USE. M Design valid for use only with Mfiak®connectors.This design is based only upon parameters shown.and is for an individual building component.not a truss system.Before use.the building designer must verify the appfcabi9ty of design parameters and property incorporate this design into the overall building design.Bracing Indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stablity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6904 Parke East BHd fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TPN Qua8ty Criteria,DSB-89 and SCSI Building Component Tampa,04 Parke East Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. . Job Truss Truss Type Qty Ply La 2 Block 150 Atlantic Beach 77767639 15-121872 B2 Hp 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50:40 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91 sf-mmE l bgzBGM9ULkfleFAk6021zE8pGiwXnT3JKy8mez I -1-8-0 I 8-0-o I 13-8-0 I 19-0-0 I 27-0-0 I 28-8-0 1-6-0 8-0-0 5.8-0 5-6-0 8-0-0 1-6.0 Scale=1:50.5 4x4 = 4x4 = 3x4= 5.00 72 3 ISa RI 18 f� 19 IR 5"\111Pyr LI 17 20 6 18 21 8 2 i, 1 7 )i 1 9 8 54 = 3x4= 3x8= 3x8= I 9-2-10 I 17.9-8 I 27-0-0 I 9-2-10 8$13 9-2-10 Plate Offsets(X,Y)— 19:0-3-0,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.12 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.37 8-9 >883 180 BCLL 0.0 • Rep Stress Ina YES WB 0.20 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(4-1-3 max.):3-5. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1173/0-3-8,6=1173/0-3-8 Max Horz 2=-67(LC 17) Max Uplift2=175(LC 12),6=-175(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-1913/262,16-17=-1841/273,3-17=-1819/293,3-18=-1803/296,4-18=-1803/296, 4-19=-1803/296,5-19=-1803/296,5-20=-1819/293,20-21=-1841/273,6-21=-1913/262 BOT CHORD 2-9=-159/1678,8-9=-247/2022,6-8=172/1678 WEBS 3-9=0/428,4-9=-364/142,4-8=-364/142,5-8=0/428 NOTES- • 1)Unbalanced roof live loads have been considered for this design. 11111111/1//// 2)MWFRS(envelope)automatic p zone and C-C Exterior(2)1 1-6-11 to 1-5-5,Interior(1)sr( D11-5-5 to 8-0-0, Cat.II;Exp B;End., to 23-2-15pi=0.18; ,,,`�`A LS A. 14,6-e,i Interior(1)23-2-15 to 28-6-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip �,`��C,+•`\G E N d•-.94ij� DOL=1.60 .••� � ••. , i 3)Provide adequate drainage to prevent water ponding. : — 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 39380 380 •• 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 r * • ■e'• fit between the bottom chord and any other members. — �. - � j* 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=175, -p 6=175. .. IT E •. : 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .—c -. i 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��+t‘''■-"%st4 Q•••• -�`�� Thomas k PJbanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 4 1 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU•7473 rev.10/03/201$BEFORE USE. MI Design valid for use only with W/Tek®connectors.This design is based only upon parameters shown.and is for an individual buiding component,not o truss system.Before use.the building designer must verity the applicability of design parameters and properly incorporote the design into the overall M?irk' building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent brocing is always required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidonce regarding the e Ea Parke rk st Blvd. fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TP11 Quaaly Criteria.DSB-99 and ICS Building Component Tampa,6904 rk East • Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. . r Job Truss Truss Type Qty Ply Ld 2 Block 150 Atlantic Beach 17767640 15-121872 B3 Hip 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.840 s Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50:41 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91sf-EyoPpA_pOfHLzuExCzhzeEaPQeTi?Aqh?7oXFmy8mey • -148.0 1 5-3-14 I 10-0-0 I 17-0-0 I 21-8-2 I 27-0-0 1 26-8-0 I I 1-6-0 5-3-14 4-8-2 7-0-0 4-8-2 5-3-14 1S0 Scale=1:50.5 5x8 = 5x6= 4 19 RI 21 fRi 5 fran 500 u 1.5x4 1 18 22 6 23 3 � a 17 7 1 8 I$ 10 9 5x8= 3x4 = 3x6= 3x8= I 10-0-0 I 17-0-0 I 27-0-0 I 10-0-0 7-0-0 10-0-0 Plate Offsets(X,Y)- 12:0.3-0,Edgel,14:0.3-0.0-2-41,15:0-3-0,0-2-41.17:0-3-0,Edge1,110:0-2-12.0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.16 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.46 10-13 >710 180 BCLL 0.0 • Rep Stress Incr YES WB 0.15 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:126 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(2-2-0 max.):4-5. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1173/0-3-8,7=1173/0-3-8 Max Horz 2=-81(LC 13) Max Uplift 2=-170(LC 12),7=-170(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-2099/382,3-17=-2044/400,3-18=-1766/289,4-18=-1714/309,4-19=-1581/319, 19-20=-1581/319,20-21=-1581/319,5-21=-1581/319,5-22=-1721/310,6-22=-1773/290, 6-23=-2046/399,7-23=-2101/380 BOT CHORD 2-10=-303/1887,9-10=-157/1577,7-9=-305/1889 WEBS 3-10=-340/193,4-10=0/374,5-9=0/373,6-9=-336/193 . NOTES- ,♦♦-Ap,S A q /� 1)Unbalanced roof live loads have been considered for this design. ♦♦ `••,,. .-e of 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;End.,GCpi=0.18; ♦ \ '9A-'j MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6-11 to 1-5-5,Interior(1)1-5-5 to 10-0-0,Exterior(2)10-0-0 to 21-2-15, `♦ .<(..*:, G E N 5�.,••-Y, .,. Interior(1)21-2-15 to 28-6-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip N DOL=1.60 No 39380 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 bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will --0.. --" '1.:� fit between the bottom chord and any other members. , TA E 'e• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=170, �-©-` - 7=170. 4�-"E.Nr'�•. / O R`Q �. `� 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i�` 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7,SS• �''A `�%%% ��,��O N A�E��.. Thomas A.Albanl PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 0 WARNING•Verify design parameters and READ NOTES ON TIPS AND INCLUDED AIITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. pa Design valid for use only with MTek®connectors.This design is based only upon parameters shown.and is for an individual building component.not a truss system.Before use.the bung designer must verify the appicabiity of design parameters and properly incorporate the design into the overall b utding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always requied for stabiity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the e Ea Parke rk st Blvd. fabrication,storage.delivery.erection and bracing of trusses and truss systems.see ANSI/1911 Qually Criteria.DSB-89 and SCSI Building Component Tampa.6904 rk Eat0 Safety Unfamailon available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandra.VA 22314. Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach 77787641 15-121872 64 Hip 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 S Sep 29 2015 MiTek Industries,Inc.Tue Dec 15 09:50:42 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91sf-j8MnOW?SnzPCalp7mgCCBR7i?lgfkdggEnY4nCy8mex I-1130 I 8-3-14 I 12-0-0 I 15-0-0 I 20-8-2 I 27-0-0 1 2850 I 1.8-0 6314 5-8-2 3-0-0 5-8-2 8314 150 Scale=1:50.5 5x6= 54= 4 * 5 5.00 FIT 1.5x4�'. 18 20 1.5x4.1% 3 17 21 2 X 7 10 9 • 6 1$ 5x8= 3x4= 3x6= 3x8= I 9-2-10 I 17-9-6 I 27-0-0 I 9-2-10 8-6-13 9-2-10 Plate Offsets(X,3/)— 12:0-3-0,Edgel,14:0-3-0,0-2-41,15:0-3-0,0.2-41,[7:0-3-O,Edael,110:0-3-12,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.11 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.36 9-10 >906 180 BCLL 0.0 • Rep Stress Incr YES WB 0.18 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:127 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(4-11-10 max.):4-5. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 2=1173/0-3.8,7=1173/0-3-8 Max Horz 2=-95(LC 17) Max Uplift2=-169(LC 12),7=-169(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-2093/322,3-17=-1978/345,3-18=-1797/269,4-18=1724/293,4-19=-1360/316, 5-19=1360/316,5-20=-1723/293,6-20=1797/269,6-21=1978/344,7-21=-2093/321 BOT CHORD 2-10=274/1875,9-10=-111/1358,7-9=-249/1875 WEBS 3-10=381/212,4-10=-22/492,5-9=-40/493,6-9=-381/212 NOTES- 1)Unbalanced roof live loads have been considered for this design. ``1111111111,,, 2)MWF S(envelope)automatic 1p zone and C-C Exterior(2)1-6-11 to 1-5-561 esriogl)D11-5-5 os12-0-0 Exterior(2)12-0-0 tolisao 018 •% Os- A. A<e�,i, Interior(1)19-2-15 to 28-6-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,�k� ••G E•N S;•. '9 ♦♦ DOL=1.60 . •�V� F•••,L/ 0. 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. No 39380 ' 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 = * r fit between the bottom chord and any other members. - ti 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=169, 7-O; � -- Q 7=169. ' TA E !�L: 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '" i 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. •--1%,... 4 O R,O•�,• ‘ ,�� Thomas A.Albans PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 4 I 0 WARNING•Welly daalgn paramatwa and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 811.7473 rev.10/03/2015 BEFORE USE. p• Design valid for use onty with Milek®connectors.This design is based only upon parameters shown.and is for an individual building component,not o truss system.Before use.the budding designer must verify the appicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporory 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 6904 Parke East Blvd. fabrication.storage.delivery,erection and bracing of trusses and tans systems.see ANSI/TM1 Qualify Criteria,09-89 and BCSI evading Component Tampa,04 Parke East0 Safety Informatlon available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. r 1 Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlanta Beach 17767642 15-121872 B5 COMMA 7 1 Job Reference(ootionall TRUSSMART BUILDING COMPONENTS. Midway,GA 31320 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50:42 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91 sf-j8MnOW?SnzPCa1 p7mgCCBR7hl1 rjkdigEnY4nCy8mex I -143-0 1 7-0-14 } 13$0 I 19-11-2 I 27-0-0 128 e•0 { 1-6-0 7-0-14 8-5-2 6-5-2 7-0-14 1-6-0 Scale=1:497 4x4= 4 se . 5.00 12 17 18 1.5x4\\ 1.5x4// 3 5 19 16 8 1 ia a cii 9 20 21 8 : 3x8= 5x6 = 3x4 = 3x8= I 9-2-10 I 17.98 I 27-0-0 I 9-2-10 846-13 9-2-10 Plate Offsets(X,Y)— 12:0-3-0,Edae1.16:0-3-0,Edael,19:0.3-0,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.21 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.46 8-9 >704 180 BCLL 0.0 • Rep Stress Incr YES WB 0.14 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:120 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1173/0-3.8,6=1173/0-3-8 Max Horz 2=105(LC 16) Max Uplift2=-167(LC 12),6=-167(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-16=-2048/239,3-16=-1978/265,3-17=-1804/236,4-17=-1723/250,4-18=-1723/250, 5-18=1804/236,5-19=1978/266,6-19=2048/240 SOT CHORD 2-9=-255/1826,9-20=-64/1225,20-21=-64/1225,8-21=-64/1225,6-8=164/1826 WEBS 4-8=-94/620,5-8=-403/223,4-9=-94/620,3-9=-403/223 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=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; `1.1111111/iii MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6-11 to 1-5-5,Interior(1)1-5-5 to 13-6-0,Exterior(2)13-6-0 to 16-6-0 • S A /I,� zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 %%••,:o qi f,°'• 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent •with any other live loads. �� •• \ qA- 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 `, -∎;• N.,•G E N SF••.• / d fit between the bottom chord and any other members,with BCDL=10.Opsf. N O 39380 0. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)2=167, - r •6=167. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ._.*- .-Qre -11/,—;O NA�E0.o`� Thomas A Alban/PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 4 ► A WARNING-Verify design paramahra and READ NOTES ON TIES AND INCLUDED MITEK REFERANCE PAGE*11.7473 rev.10/03/2015 BEFORE USE. M. Design valid for use only with MTeke connectors.The design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent coAapse with potable personal injury and property damage.For general guidance regarding the Parke F fabrication,storage,delivery.erection and bracing of trusses and truss systems.see ANSI/TP(1 Quality Criteria.055 6904 a East Blvd. .89 and SCSI Building Component ast Safety Information available from Truss Plots Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,04 rk FL Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach ' T7767643 15-121872 86 Common Girder t 3 Job Reference lootionall TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 a Sep 29 2015 MiTek Industries,Inc.Tue Dec 15 09:50:43 2015 Page 1 ID.kpKPbRVB?wuAebdnuvzT2Jy91sf•BLw9Ds04YHX3CBOKJOjRjtgofR8RT?C TRHeJfy8mew I -1-6-0 I 5-2-6 I 9-4-3 I 1380 17-7-13 I 21-9-10 27-0-0 }28-6-0 I 180 5-2-6 4-1-13 4-1-13 4-1-13 4-1-13 5-2-6 1-6-0 Scale=1:50.6 5x6 II 5 11 14i n 5.00 12 3x10%A\cA104 /1 ,3x10 4 6 14411111111111111111111111.-. 11111141 1.5x4 \\3 li 13 18 19 12 20 21 11 22 23 10 24 25 5x12 MT2OHS i 6x8 = 7x10 = 7x10 = 6x8= 5x12 MT20HS 1 6-0-6 I 11-0-2 I 15-11-14 I 20-11-10 I 27-0-0 1 6-0-6 4-11-12 4-11-12 4-11-12 6.0.6 Plate Offsets(X,Y)— 12:0-3-11,0-3-41.18:0-3-11,0-3-41.110:0-2-4,0-4-81,111:0-5-0,0-4-41,112:0-5-0.0-4-81,113:0-2-4,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.24 11-12 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.60 11-12 >542 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress[nor NO WB 0.48 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:481 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=7422/0-3-8,8=982110-3-8 (req.0-3-14) Max Horz 2=-105(LC 32) Max Uplift2=-1298(LC 8),8=-1487(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-18703/3240,3-4=-18607/3260,4-5=-14925/2510,5-6=-15129/2404, 6-7=20552/3133,7-8=-20650/3115 BOT CHORD 2-13=3016/17221,13-18=-2414/14549,18-19=2414/14549,12-19=-2414/14549, 12-20=-1731/11324,20-21=-1731/11324,11-21=-1731/11324,11-22=-2204/15065, 22-23=-2204/15065,10-23=-2204/15065,10-24=-2805/19084,24-25=-2805/19084, • 8-25=-2805/19084 WEBS 5-11=-927/6409,6-11=2850/504,6-10=-829/5908,7-10=-410/153,5-12=1164/5915, 4-12=-2059/525,4-13=-852/3994 NOTES- `.101111111/,. 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: ,•%��ON A. 114 X10 Top chords connected as follows:2x4-1 row at 0-7-0 oc. �•% `Z'O,• G E N 3 eq,L 0�� Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. : -- V F•••• / • Webs connected as follows:2x4-1 row at 0.9 0 oc. ' i 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply No 39380 connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. _• . * . 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; •.O•• f- /� MWFRS(envelope)automatic zone;Lumber DOL=1.60 plate grip DOL=1.60 �, TA E /fV 5)All plates are MT20 plates unless otherwise indicated. �c� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1.710--..G3-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 will �j, 0 R ‘Q \ ■�■ fit between the bottom chord and any other members. tS•'••""' `•``w�� 9)ProvviideNmechanical bearing ect size at of greater input capable of withstanding 100 lb upfft at joint(s)except(A=lb)2=1298, i 1/4.1 11O N A;,;``: • ( Y 8=1487. Thomas A.Alban/PE E No.39380 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. MTek USA.lba FL N 6634 11)Hangers)or other connection device(s)shall be provided sufficient to support concentrated load(s)2053 lb down and 463 lb up at 6904 Tampa 33610 6-0-12,1222 lb down and 251 lb up at 8-0-12,1222 lb down and 244 lb up at 10-0-12,1222 lb down and 243 lb up at 12-0-12,1240 Date: lb down and 187 lb up at 14-0-12,1242 lb down and 185 lb up at 16-0-12,1339 lb down and 190 lb up at 17-11-4,1339 lb down and December 15,2015 192 lb up at 19-11-4,1339 lb down and 193 lb up at 21-11-4,and 1339 lb down and 195 lb up at 23-11-4,and 1339 lb down and 199 a.......,• • ,..,,...x.......r....A r.,.a.,..:....e....r....u,....a"....S..........w..+..w.,..:....r"�:.,•we�............:r.ua....r..•ti...., 0 ■ 0 WARNING•Verify design parameters and READ NOTES ON 1765 AND INCLUDED MITEK REFERANCE PAGE All-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MTek®connectors.This design is based only upon parameters shown.and is for an individual building component.not a truss system.Before use.the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing till is always required 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.see ANSI/TPl1 Qualify Criteria.DSB-89 and BCSt Building Component Tampa.04 Parke East 0 Safety Information available from Truss Plate Institute.218 N.lee Street.Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply Lot 2 Block 750 Atlantic Beach T7787643 • 15-121872 B6 Common Girder 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway.GA 31320 7.640 5 Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50:43 2015 Page 2 10:kpKPbRVB?wuAebdnuvzT2Jy91 sf-BLw9Ds04YHX3CBOKJOjRjfgofR8RT?C_TRHeJfy8mew LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,5-9=-60,2-8=-20 Concentrated Loads(lb) Vert:11=1242(F)13=-2053(F)17=-1339(F)18=-1222(F)19=-1222(F)20=1222(F)21=-1240(F)22=-1339(F)23=-1339(F)24=1339(F)25=-1339(F) 4 Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 0(11.7473 rev.10/03/2015 BEFORE USE. Design void for use only with MTek®connectors.This design is based only upon parameters shown.and is for an individual building component.not a truss system.Before use,the building designer must verify the oppicabify of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stabiiy and to prevent colapse 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,see ANSI/1111 QuaNty Criteria.DSB-89 and BCSI Buiding Component Tampa.04 rk East Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. • I Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach 77767644 15-121872 Cl Had Hp Girder 1 1 • Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50:44 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91 sf-fXTXRB1 iJafwgLzfM5EgGsC6UrdACXw7h51 Bs5y8mev I -1-6-0 I 4-0-0 ( 6-9-8 I 9-10-8 1.8.0 4-0-0 2-9-8 3-1-0 Scale=1:21.9 4x4= 3x4= 1.5x4 II • 3 4 X 5.00 I. ' n 9 • 2 u u) 1 u 13 7 14 15 6 1 3x4= 2x4 = 3x4= I 5-1-6 I 9-10-8 I 5.1-8 4-9-2 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.02 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.05 6-7 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.13 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-5. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=551/0-3-8,6=453/Mechanical Max Horz 2=86(LC 8) Max Uplift 2=-203(LC 4),6=-196(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-698/264,3-11=640/269,4-11=-640/269 BOT CHORD 2-13=-255/605,7-13=-255/605,7-14=-245/558,14-15=245/558,6-15=-245/558 WEBS 4-6=-613/270 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=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; MWFRS(envelope)automatic zone;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `,1111 1 111//j�, 3)Provide adequate drainage to prevent water ponding. ��� S A. ie 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��O�P '4� ��, 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 ,`v�� ••G E N S• egAi''• fit between the bottom chord and any other members. • •'•�.' F•'• v/ �� 6)Refer to girder(s)for truss to truss connections. • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except lb 2=203, N O 39380 ( Y ) 9P P 9 P 1 O Pit=(jt=lb) 6=196. — * _ e• 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -fl•G -�—' �'�Z. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)53 lb down and 54 lb up at 4-0-0, . ITA E .. L and 53 lb down and 54 lb up at 6-0-12,and 53 lb down and 54 lb up at 8-0-12 on top chord,and 80 lb down and 75 lb up at 4-0-0,and,:...Q.., y• • 38 lb down and 32 lb up at 6-0-12,and 38 lb down and 32 lb up at 8-0-12 on bottom chord. The design/selection of such connection 0,'-...(k,c� •�• device(s)is the responsibility of others. a.. < 0 R,C! •\e-?\∎ 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �j�ss�0 N AL`,`�, LOAD CASE(S) Standard ////11111111 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Thomas A.Alban)PE No.39380 Uniform Loads(plf) MITek USA,Inc.FL Cert 6634 Vert:1-3=-60,3-5=-60,6-8=20 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 1 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*111.7473 rev.10103!2015 BEFORE USE. Milt Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for on individual building component.not a truss system.Before use.the buiding designer must verify the oppicoblity of design parameters and property incorporate this design into the overall bustling design. Bracing indicated is to prevent bucking of iidiafdduOl truss web and/or chord members only.Additional temporary and permanent bracing MiTek• • is always required for stabiity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6904 Parke East Blvd. fobrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TPI7 Ovally Criteria.DU-89 and BCSI Building Component Tampa.04 Parke East Solely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. a 1 Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach 77767644 15-121872 Cl Half Hp Girder 1 1 Job Reference footionall TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.640 s Sep 29 2015 MiTek Industries,Inc.Tue Dec 15 09:50:44 2015 Page 2 ID:kpKPbRVB?wuAebdnuvzT2Jy91sf-fXTXRB1iJafwgLzWt5EgGsC6UrdACXw7h51Bs5y8mev LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-26(F)11=-26(F)12=-26(F)13=-22(F)14=-16(F)15=16(F) • • H 0 WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED INITEK REFERANCE PAGE MI1.7473 rev.10103/2015 BEFORE USE. Design valid for use only with fv9Tek®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 appicabiliity of design parameters and properly incorporate the design into the overall building design.Bracing indicated is to prevent bucking of indviduol truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always requied for stability and to prevent collapse with possible personal injury and property damage.for general guidance regarding the 6904 Parke East BNd. fobdcation.storage.delivery.erection and bracing of trusses and tans systems.see ANSI/7P11 Quaey Creeds,0SB49 and SCSI Bidding Component Tampa.04 Parke East Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply La 2 Bloat 150 Atlantic Beach T7767645 15.121672 01 Common 1 1 Job Reference(ootional) TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50:45 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91sf-7jlweX1K4unnRVYiRpmvp4tHbFOnx0gHwImIOXy8meu • I -1.8.0 I 3-2-0 I 6-4-0 I 1-6-0 3-2-0 3-2-0 Scale=1:15.2 4x4= 3 5.00 12 r1 12 4 ' II i 1 5 1.5x4 II 2x4= 2x4= I 3-2-0 I 8.4-0 I 3-2-0 3-2-0 Plate Offsets(X,Y)— 12:0-0-2,Edoel,f4:0-0-2,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 5-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 1 (Matrix-M) 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 purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=248/Mechanical,2=352/0-3-8 Max Horz 2=43(LC 16) Max Uplift4=-68(LC 9),2=116(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-303/314,3-12=-269/321,3-4=-301/320 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.Opsf;h=25fl;Cat.II;Exp B;End.,GCpi=0.18; MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6-11 to 1-5-5,Interior(1)1-5-5 to 3-2-0,Exterior(2)3-2-0 to 6-4-0 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 111111111,, 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 ``,11 S A 'it,� fit between the bottom chord and any other members. ,�„O`vP;,... 4€e ,,, 5)Refer to girder(s)for truss to truss connections. ,• '92 i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) :.�,k . , G E N 5�.,.• / °0• 2=116. . 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 39380 ' 3-0- TA it.,ONA�E,�.. Thomas k Albans PE No.39380 MIT*USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 • Date: December 15,2015 1 1 0 WARNING-Verify Benign parameters and READ NOTES ON MS AND INCLUDED ANTEK REFERANCE PAGE,51.7473 rw.10103,2015 BEFORE USE NI' Design valid for use only with Miteb&connectors.This design'e based only upon parameters shown.and is for on individual building component.not a truss system.Before use,the building designer must verify the applicability of design porometers 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 stabity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6904 Parke East BNd. fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/71.11 Quality Criteria.DSI.89 and SCSI Bolding Component Tampa,04 Parke East 0 Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. • Job Truss Truss Type Qty Ply La 2 Block 150 Atlantic Beach T7767646 15-121872 D2 Common 2 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50:45 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91 sf-7j1 weX1 K4unnRVYiRpmvp4119FOkxOpHwImIOXySmeu I 3-1-8 I 8.3.8 I 3-1-8 3.2-0 4x4 = Scale=1:13.8 2 5.00 12 r1 a n 3 1 H ■ 4 li �� 1.5x4 II 2x4= 2x4= I 3-1-8 1 6.3.8 3-2-0 I 3-1-8 Plate Offsets(X,Y)— 13:0-0-2,Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 4-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-10 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=250/0-3-8,3=253/Mechanical Max Horz 1=-22(LC 13) Max Uplift 1=-68(LC 8),3=69(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-320/328,2-3=-320/328 SOT CHORD 1-4=-252/266,3-4=-252/266 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=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;End.,GCpi=0.18; MWFRS(envelope)automatic zone and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `111111111 H, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�1 S A. e,/ 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 ,`% OOP` A(6',0 I,,, fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. �,,k`Z,•••\,\G E N SF• ' . ''.■ • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. • 7)"Semi rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 39380 •• •* A. :. TA E •: 4i '#°, ..C O R' . 3'' .,...s/ONA`0,.,`, ,ii111111111`` Thomas A.Alban/PE No.39380 MRek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 4 ► A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED IA/TEK REFERANCE PAGE 8111-7473 rev.10/03,2015 BEFORE USE. ill Design valid for use only with MiTek49 connectors.This design is based only upon parameters shown,and is for on individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ! is always required for stobity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I 6904 Parke East BNd. fabrication,storage.delivery.erection and bracing of trusses and truss systems.see ANSI/1PD Quality Criteria,DSB-89 and ICSI Building Component Tampa.04 rk FL East Safety Information available from fins Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. , 1 Job Truss `Truss Type Qty Ply Lot 2 Stock 150 Atlantic Beach 17767647 15-121872 DG Common Supported Gable 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50:46 2015 Page 1 ID.kpKPbRVB?wuAebdnuvzT2Jy91 sf-bvblsl2yrCve3f6u?WHBLHIRJIM3gTCQ9PWlwzy8mel -1-6-0 I 3-2-0 I 6-4-0 I 7-10-0 I 1-6-0 3-2-0 3-2-0 1-6-0 Scale=1:18.9 4x4= 3 4x6 8 4x8 5.00 12 7 =,i 2 e A 4 li 1 6 3x4= 1.5x4 II 3x4= I 6-4-0 I 6-4-0 Plate Offsets(X,Y)- f2:0-0-0.0-1-151,12:0-0-10.0-2-41,14:0-0-0,0-1-151.14:0-3-13,Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 5 n/r 120 BCLL 0.0 • Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) 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 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=236/6-4-0,4=236/6-4-0,6=221/6-4-0 Max Horz 2=-28(LC 13) Max Uplift2=72(LC 8),4=76(LC 13) 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;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;End.,GCpi=0.18; MWFRS(envelope)automatic zone and C-C Comer(3)-1-6-11 to 1-5-5,Exterior(2)1-5-5 to 3-2-0,Comer(3)3-2-0 to 6-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. `` 1111111//g//, 4)Gable requires continuous bottom chord bearing. `,�0"I A. A ��� 5)Gable studs spaced at 2-0-0 oc. L �i� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��.>. .••.- E N S•• qiL i. 7)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will .� k • \, F.••. / fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. N O 39380 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. * •• 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .-7 . :_k_ ;>//f -'0• ,.! - •SFr .. TA E F Thomas A.Albans PE No.39380 MRek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 I A WARNING•Verify design parameters and READ NOTES ON TINS AND INCLUDED MTEK REFERANCE PAGE MI-7473 rev,10/03/2015 BEFORE USE. lilt Design valid for use only with Web&connectors.This design is based only upon parameters shown,and is for an individual buiding component,not a truss system.Before use.the building designer must verity the appricabBty of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stabiity and to prevent colopse 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,see ANSI/TP[1 Qualify Wade.055.89 and SCSI Binding Component Tampa,04 Parke East 0 Safety Information avaiabte from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. . y Job Truss Truss Type Qty Ply Ld 2 Block 150 Atlantic Beach 77767648 15-121872 El Monopitch Girder 1 1 Job Reference(ootional) TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7640 s Sep 29 2015 MiTek Industries,Inc.Tue Dec 15 09:50:46 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91 sf-bvbIst2yrCve3f6u?WH8LHILhfFhgTUQ9PW1wzy8met I 3-4.5 t 5-11-8 I 3-4-5 2-7-3 Scale=1:19.7 1.5x4 II 2 5.00 12 IN d, 1 i Ell ill k' 3x8= 6 7 8 ∎. ■■ ■■ 3 2x4 II I 5-11-8 I 5.11.8 Plate Offsets(X,Y)— 11:0-3-0,0-1-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (bc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.11 3-5 >629 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.21 3-5 >329 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc puffins, except 807 CHORD 2x6 SP SS end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=690/0-3-8,3=903/0-3-8 Max Horz 1=94(LC 8) Max Uplift 1=-200(LC 8),3=-335(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=l30mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; MWFRS(envelope)automatic zone;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `�,1 ft 1 t 1 l/a ii. • 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=200, ``,��-A PS A -44 1, 3=335. et1 e, 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��.r ,•' -ENS`•• -7A �� 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)228 lb down and 88 lb up at 1-0-12, ,. A. .• \, v .• i 233 lb down and 89 lb up at 3-0-12,and 433 lb down and 217 lb up at 4-0-12,and 233 lb down and 89 lb up at 5-0-12 on bottom • chord. The design/selection of such connection device(s)is the responsibility of others. � No 39380 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). *' . * • i• LOAD CASE(S) Standard J 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 '.a TA �- •�L Uniform Loads(pif) i ,4eW •i : Vert:1-2=-60,1-3=-20 ,�� •( 0 R 1 Q•.•��,,� Concentrated Loads(Ib) 0,0 ... Vert:5=-228(F)6=-233(F)7=-433(B)8=-233(F) �i s/0 N..c?�'•N Thomas A.Albanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 I t 0 WARNING•Wally design paramonda and READ NOTES ON TF8S AND INCLUDED MITEK REFERANCE PAGE a81-7473 n v.101091201E BEFORE USE. wit Design valid for use only with MTekee connectors.This design is bused only upon parameters shown.and is for an individual building component,not a truss system.Before use,the buildng designer must verify the appicabirity of design parameters and properly incorporate this design into the overall MiTek- building design.Bracing indicated is to prevent bucking of Individual truss web and/a chord members only.Additional temporary and permanent bracing is always required fa stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6904 Parke East B . fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/RI1 Quality Criteria.058-89 and BCSI Building Component Tampa,04 Parke East Blvd Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. r t Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlardic Beach 17767649 15-121872 HJ1 Diagonal Hip Girder 4 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 7640 s Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50:47 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91sf-369g3D3acV1Vhph5YDoNuVgUE2baPwjZO3FrTQy8mes 1 -2-1-7 I 4-5-11 I 8-4-5 1 • 2-1-7 4-5-11 3-10-10 Scale=1:200 3 3.54 12 9 , 8 MI M ATI 1 %11. 10 11 2x4 AIL 2x4= 4 I &4-5 1 8-4-5 Plate Offsets(X,Y)— 12:Edoe,0-0-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.15 4-7 >670 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.28 4-7 >357 180 BCLL 0.0 ' Rep Stress Inc( NO WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=171/Mechanical,2=438/0-4-9,4=74/Mechanical Max Horz 2=127(LC 19) Max Uplift 3=-94(LC 8),2=-186(LC 4),4=-8(LC 8) Max Gray 3=171(LC 1),2=438(LC 1),4=121(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone;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. ,`\\\\111111/1111, 4)Refer to girder(s)for truss to truss connections. �� 1�I A, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) `��O1�t AZ 0i0,•2=186. �f- 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •:. .. \, G E N SF•'• ••• 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)51 lb down and 50 lb up at 2-11-0, 51 lb down and 50 lb up at 2-11-0,and 64 lb down and 65 lb up at 5.8-15,and 64 lb down and 65 lb up at 5-8-15 on top chord,and 35: No 39 380 lb up at 2-11-0,35 lb up at 2-11-0,and 14 lb down and 41 lb up at 5-8-15,and 14 lb down and 41 lb up at 5-8-15 on bottom chord. - * _- The design/selection of such connection device(s)is the responsibility of others. // * jl 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). - :I •-- `• LOAD CASE(S) Standard i.-'ETA _ •:LO: 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 0i-0(`�• ( O R Q••.• �' z. Uniform Loads(plf)Concentrated Loads(Ib)5 20 ,,•�1'�.510 N At-c\' �, Vert:8=100(F=50,B=50)9=-2(F=1,B=-1)10=29(F=14,B=14)11=-16(F=8,B=-8) 11111111\\ Thomas A.Mani PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: 11 1 December 15,2015 AWARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED AITEK REFERANCE PAGE 8 rev.r .10103/201S BEFORE USE. Design yard for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' buiidilg design. Bracing indicoted is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing is always reauired 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.see ANSI/TPII QoaNly CrNeda,DSB-89 and SCSI Building Component Tampa.04 Parke East Safety Information available horn Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach T7767650 15-121872 HJ2 Diagonal Hip Girder I 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.840 s Sep 29 2015 MiTek Industries,Inc.Tue Dec 15 09:50:47 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91sf-369g3D3acV1Vhph5YDoNuVga42hmPwjZO3FrTQy8mes I -2-1-7 I 3-0-11 I 5-66 2-1-7 3.0-11 2-5-11 Scale=1:14.9 3 3.54 12 8 2 d IIIIIIIIIIII 1 , 9 4 kj 3x4= I 586 I 5.8.8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.03 4-7 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=85/Mechanical,2=320/0-4-9,4=34/Mechanical Max Horz 2=95(LC 4) Max Uplift 3=45(LC 8),2=-163(LC 4),4=-14(LC 5) Max Gray 3=85(LC 1),2=320(LC 1),4=63(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ```11111111I/�, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) `��%-^PS A ,q /��� 2=163. ,� Or' . �6 ,j� . 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. � .j. .•• c E N S'•••1A ,� 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)51 lb down and 50 lb up at 2-11-0, ,∎ k .• F••.• and 51 Ib down and 50 lb up at 2-11-0 on top chord,and 24 lb down and 35 lb up at 2-11-0,and 24 lb down and 35 lb up at 2-11-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. • No O 39380 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). --,^fi • LOAD CASE(S) Standard �'0: — 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �, ' •T E Uniform Loads(plf) �—(j-- - Jf• ; Vert:1-3=60,4-5=-20 � •• ( • ■ Concentrated = �, ,f� C?..'e-,\ Vert:8 100(F=50,B=50)9=29(F=14,B=14) ,,, wk.% . ,? `, . N A.- 1,6/ 1111111 Thomas A.Alban!PE No.39380 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa Fl.33610 Date: December 15,2015 L ► 0 WARNING-Verify duinn parameters and READ NOTES ON DNS AND INCLUDED MITER REFERANCE PAGE A1157473 rw.10/032015 BEFORE USE. "di Design valid for use only with MiTek®connectors.The design's based only upon parameters shown.and is for an individual building component.not a truss system.Before use.the buiding designer must verity the applicability of design parameters and property incorporate this design into the overoll building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is ahwys requked for stabiity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TPII Quality Cdteda.006-89 and ICS!Building Component 6904 Parke East Blvd. Safety Information avoaobie from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 . 4 Job Truss Truss Type Qty Ply Lot 2 Block 150 Mantic Beach 17767651 15-121872 J1 Jack-open 10 1 Job Reference(ootional) TRUSSMART BUILDING COMPONENTS. Midway,GA 31320 7.640 s Sep 29 2015 MiTek Industries,Inc.Tue Dec 15 09:50:48 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91sf-XIj2HZ4CNpAMIyGH6xJcQiNorS3o8Nzjci?P?sy8mer I -1.8-0 I 2-0-0 1 1-6-0 2-0-0 • Scale=1:9.3 3 8 i 5.00 12 n N 4. . 2 $ 1 -5 1 '/ 4 ,/ 2x4 = I 2-0-0 I 2-0-0 Plate Offsets(X,Y)— 12:0-0-6,0-0-01 • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 7 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:9 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=35/Mechanical,2=204/0-3-8,4=14/Mechanical Max Horz 2=53(LC 12) Max Uplift 3=-17(LC 12),2=-76(LC 8),4=-6(LC 9) Max Gray 3=35(LC 1),2=204(LC 1),4=28(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=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-11 to 1-5-5,Interior(1)1-5-5 to 1-11-14 zone;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 `, 1111 I l i lt,��, fit between the bottom chord and any other members. ,`��_*PS A, q ��� 4)Refer to girder(s)for truss to truss connections. `� r` I 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3.2,4. � .2.. •• ........ •• q2'.. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� k ..•�, F•••• / No 39380 __. • ______ yt (-- _..„.... •re.7. ie,,i3O N A�1�oo Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Geri 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 4 1 0 WARNING-Verily design parameters and READ NOTES ON TINS AND INCLUDED AIM REFERANCE PAGE 811.7473 rev.10/03/2015 BEFORE USE. lilt Design valid for vse only with MiTek®connectors.The design is based only upon parameters shown.and is tar an indivrdval building component.not 0 truss system.Before use.the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Brac'ng indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Mile always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 8904 Parke E Blvd. fabrication.storage.delivery.erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria, Park East a,DSB-89 and BCSI Building Component Tampa.rk East 0 Solely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexondrio.VA 22314. r 4 Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach 17767652 15.121872 J2 Jack-Open 11 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA 31320 7.640 s Sep 29 2015 MiTek Industries,Inc.Tue Dec 15 09:50:48 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91 sf-XIj2HZ4CNpAMIyGH6xJcQiNoxS2T8Nzjci?P?sy8mer -1-6-0 I 4-0-0 1.8.0 4-0-0 Scale=1:13.6 3 500 12 9 b N 8 2 � $ / 4 2x4= 4-0-0 4-0.0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(TL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.02 4-7 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:15 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 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=86/Mechanical,2=286/0-3-8,4=36/Mechanical Max Horz 2=85(LC 12) Max Uplift3=-45(LC 12),2=-92(LC 8),4=12(LC 9) Max Gray 3=86(LC 1),2=286(LC 1),4=60(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=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-11 to 1-5-5,Interior(1)1-5-5 to 3-11-4 zone;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. ‘111111119/ 4)Refer to girder(s)for truss to truss connections. ,``�I A. /i.� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2,4. ♦♦♦♦O0 ........ 4,6?,9 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ♦ksiZ% • No 39380 • •-fl : '�= TA 1 • Thomas A Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 • • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mir is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available tram Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 I 1 Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach 17767653 15-121872 J3 Jack-Open 37 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.640 s Sep 29 2015 MiTek Industries.Inc. Tee Dec 15 09:50:49 2015 Pagel ID:kpKPbRVB?wuAebdnuvzT2Jy91 sf-?UHQUv4r871Cw6rTgegrzwwwNsLltgDsrMkyXly8meq I -1-6-0 I 6-0-0 { 180 6.0.0 Scale=1:17.7 3 5.00 12 . 8 2 1 1 '/ 4 '/ 3x4= I 6-0-0 l 6.0.0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.09 4-7 >817 180 . BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:21 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=133/Mechanical,2=383/0-3-8,4=53/Mechanical Max Horz 2=117(LC 12) Max Uplift3=-70(LC 12),2=-70(LC 12) Max Grav3=133(LC 1),2=383(LC 1),4=91(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-11 to 1-5-5,Interior(1)1-5-5 to 5-11-4 zone;C-C for members and forces& • MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `,`,r,11 t 1111/11 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)3,2. ,,�O�PS A<16,1111', 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `�,.2. •••\Ci E N S'•• "°,4,••'• No 39380 :.X'• TA E /'' ,rw• 1110,70NA�E`.0 Thomas P Jbanl PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 4 1 Nit A WARNING-Verify design parameters and READ NOTES ON TIPS AND INCLUDED IMTEK REFERANCE PAGE 811.7473 rev.10/0312015 BEFORE USE. Design valid for use only with MOek®connectors.This design is based only upon parameters shown,and is for an individual building component.riot a truss system.Before use.the building designer oust verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is oMays required for stability and to prevent colapse with possible personal injury and property damage. For general guidance regarding the East Blvd. e Pa E 4 rk rk fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TPII Ovally Criteria,D56-89 and SCSI Bolding Component Tampa.6904 Ea t0 Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. i a Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach 17767654 15-121872 V1 Valley 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA 31320 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50:49 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91 sf-?UHQUv4r871Cw6rTgegrzww?csP5tgDsrMkyXly8meq I 2-0-0 I 2.0.0 Scale=1:7.0 5.00 Er.r 2 2 1 iiiiidlayllillil 3 2x4 4 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Ina' YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:5 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=50/1-11-6,2=37/1-11-6,3=12/1-11-6 Max Horz 1=20(LC 12) Max Uplift 1=-5(LC 12),2=-21(LC 12) Max Gray 1=50(LC 1),2=37(LC 1),3=25(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ``` 0111111/11���� fit between the bottom chord and any other members. N% p,S A. q< set 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity ,� e , of bearing surface. 0• \ •E N 2, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. ���k •. \, G Ski . /,10 7)"Semirigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 39380 ,i,`SS��NALcv- .,• //ifi111110- Thomas A Albani PE No.39380 Meek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 l In. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M81-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Weld)connectors.This design is based only upon parameters shown,and is for on individual binding component.not a trans system.Before use.the building designer must verity the appicabiity of design parameters and properly incorporate this design into the overall building design.Bracing iidicoted is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always requied for stablity and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 6904 Parke East Bhtl. fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TPI1 Quality CdI.da,DSB-89 and SCSI Building Component Tampa,P.rk East0 Safely Information available from Tans Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. n * Job Truss Truss Type Qty Ply 'Ld 2 Block 150 Atlantic Beach T7767655 15.121872 V2 Valley 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA.31320 7.640 s Sep 29 2015 MiTek Industries,Inc.Tue Dec 15 09:50:49 2015 Page 1 l0:kpKPbRVB?wuAebdnuvzT2Jy91 sf-?UHQUv4r871Cw6rTgegrzwwzSsOctgDsrMkyXy8meq I 4-0.0 I 4-0-0 Scale=1:11.3 2 1.5x4 II 5.00 FT , .1 1 3 2x4 1.5x4 II I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 1=124/3-11-6,3=124/3-11-6 Max Horz 1=50(LC 12) Max Uplift 1=-12(LC 12),3=-33(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,,v‘1111111j'1��� fit between the bottom chord and any other members. �� S A. I� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. %%%O�P` • q6) ,,, 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��.e. ........E N 'iL o'• No 39380 r T 1 4v ::• F • .t. A", SO N A��s', Thomas k Albans PE No.39380 • MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 4 ■ Nth. D.WARNING-Verify Malgn paramafera and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.10x03/2015 BEFORE USE. Design valid for use only with MiTekee connectors.this design is based only upon parameters shown.and is for an individual building component.not a truss system.Before use,the!wilding designer must verity the oppicobify of design parameters and properly incorporate this design into the overall MiTek' building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stabiity and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the Pake East BNd. fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/D.11 Quality Criteria.DSB-89 and SCSI Building Componanl 6904 04 P.rk East 0 Saraty Information available from Tans Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. c Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach 17767656 15-121872 V3 Valley 1 1 -Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA 31320 7.640 s Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50:50 2015 Page 1 • ID:kpKPbRVB?wuAebdnuvzT2Jy91sf-UhrphF5TvQQ3YGQgEML4V7S3JGfUcHT040UV3Iy8mep I I 6-0-0 Scale=1:16.5 1.5x4 II 2 5.00 12 4 3 2x4 i 1.5x4 II 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a - nla 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) 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, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=204/5-11-6,3=204/5-11-6 Max Horz 1=83(LC 12) Max Uplift 1=-20(LC 12),3=-55(LC 12) 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=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)0-9-1 to 3-9-1,Interior(1)3-9-1 to 5-10-4 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 `,‘111111/iii' fit between the bottom chord and any other members. ��� S A, t. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. `�� 1�P A�B j�, 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. � .2. .........E N • No 39380 - TA lit,/ONAI %.0 • Thomas a PJbani PE No.39380 MITek US&Inc.FL Cert 6634 • 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.IW03/2015 BEFORE USE. Design valid for use only with M7ekxS connectors.This design B based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the buadng designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing ek• is always requked for stabiity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,see ANSI/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. Tampa.FL 33610 Job Truss Truss Type Qty Ply Lt 2 Block 150 Atlantic Beach 17767657 15-121872 V4 Valley 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA.31320 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue Dec 15 09:50:50 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91sf-UhrphF5TvQQ3YGOgEML4V7S6IGhYcHwO4OUV31y8mep • I 8-0-0 I 8-0.0 Scale=1:20.8 1.5x4 II 3 5.00 12 7 1 1.5x4 II 6 2 r 1 w '� ■ x � �■ 5 4 2x4 1.5x4 II 1.5x4 II I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=11/7-11-6,4=158/7-11-6,5=399/7-11-6 Max Horz 1=106(LC 12) Max Uplift4=-23(LC 12),5=-98(LC 12) Max Gray 1=38(LC 12),4=158(LC 1),5=399(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-299/202 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)0-9-1 to 3-9-1,Interior(1)3-9-1 to 7-10-4 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. `1111111I1//,i 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� A ill • 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,s• ors .any connection others) k • �/ °� 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 39380 • * r ._ � TA E .. Y J •�' ; ,, ` ORt%.•r-, • .S 1/.1/0 NA� 00 Thomas k Alberti PE No.39380 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 4 f 0 WARNING•Verity durnn paramatero and READ NOTES ON THIS AND INCLUDED 11TEK REFERANCE PAGE 111.7473 rw.10/03/2015 BEFORE USE. N- Design valid for use only with MRek®connectors.this design's based only upon parameters shown.and is for an individual building component.not a truss system.Before use.the buiding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stabiity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6904 Parke East BNd. fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TPII QuaNy Cseerla,056-89 and SCSI Belding Component Tampa,P,Parke East Safety Intormatton available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. 1 ,L ' Job Truss Truss Type Qty Ply La 2 Back 150 Atlantic Beach T7767658 15-121872 V5 Valley 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.840 s Sep 29 2015 MiTek Industries,Inc.Tue Dec 15 09.50:51 2015 Page 1 ID.kpKPbRVB?wuAebdnuvzT2Jy91sf-yt0Bvb65gkYw9Q?sn3sJ2L?H?g11Lk891gD3c8y8meo I 10-0-0 I 10-0-0 Scale=1:26.0 1.5x4 II 3 i 5.00 12 1.5x4 II 7 8 2 8 r 1 v r PI b 4I/4)4■■14):4)41041/4∎1010:4)4►04101■100=4IN1∎7107070 01 41,4)_4)4)4)0�414►_4)�4)4):41:110 5 4 2x4 5 1.5x4 II 1.5x4 II I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=129/9-11-6,4=159/9-11-6,540/9-11-6 Max Horz 1=128(LC 12) Max Uplift4=-17(LC 8),5=92(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=326/186 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)0-9-1 to 3-9-1,Interior(1)3-9-1 to 9-10-4 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. ``�11111111t1�� 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 `��-^ A I,, fit between the bottom chord and any other members. �%% p1/4S A<B 4ii� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5. ,��.Z. ••••G E N d-• -TA ,� 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. : .. \, F•••• % •• No 39380 ©,I _T ■ ti Thomas A.Mani PE No.39380 MRek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 1 1 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A047473 rev.10/032015 BEFORE USE. • Design valid for use only with Mite&connectors.This design is based only upon parameters shown.and is far an individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ek is always required for stability and to prevent colapse 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.see ANSVTPI1 Qualty Criteria,DSB-89 and BCSI Building Component Tampa.04 Parke East0 Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. • ! Job Truss Truss Type Qty Ply Lot 2 Block 150 Atlantic Beach • 77767659 15-121872 V6 Valley 1 I Job Reference(ootional) TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7040 s Sep 29 2015 MiTek Industries.Inc.Tue Dec 15 09:50:51 2015 Page 1 ID:kpKPbRVB?wuAebdnuvzT2Jy91sf-ytOBvb65gkYw90?sn3sJ2L?E4g?ILko9lgD3cBy8meo I 12-0-0 1 12-0-0 1.5x4 I I Scale=1:29.4 3 • r 5.00 12 1.5x4 II e 2 - 7 IIIIIIIIIIIIII • 8 1 w ■ it r r d 3 5 4 1.5x4 II 1.5x4 II I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) 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, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=202/11-11-6,4=132/11-11-6,5=554/11-11-6 Max Horz 1=151(LC 12) Max Uplift4=-14(LC 8),5=-98(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-405/204 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)0-9-1 to 3-9-1,Interior(1)3-9-1 to 11-10-4 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. ,,�111l i l t igii� 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 ,��-A - A. �. fit between the bottom chord and any other members. ��� P AL ��� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5. � �O•• ........S•• -TA.'∎ 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. :� A. • \, F••••• No 39.380 • . - =-r.)• —, T,..l'' TA 1' •; !1/: .,��i,`'/ON AL-�`0% Thomas A Alberti PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: December 15,2015 1 1 pa 0 WARNING-Verify design parameters and READ NOTES ON lIdS AND INCLUDED MITER REFERANCE PAGE MO•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 on individual building component.not a truss system.Before use,the building designer must verity the oppicabiity of design parameters and properly incorporate this design into the overall MiTek- buiding 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 stabiity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6904 Parke East BNO. fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TMl QuaBy Criteria.DSB-89 and ICSI Building Component Tampa,04 Parke East Solely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. a w I I w p D pp r -o .. N (� Z a m D (n oo v c D -� D O 0 r rn m (D n I I 0 0- n50oDp�Z x o Q W C7 • O 'cc•OOQ a D c ? 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