Loading...
HomeMy WebLinkAboutTrussA '9 a J3 J5 JS 33 A 6'-0" +, 2e'-e" Q9'4" wall 10'0" wall Q Q Q = m vai uai t49 �aCh2„� o+ C50 14'-0" + 2"" r"ovj A_s no ,4 G MA J5A J5A J3A BRAIN & LAERA BLACK RES. ar vex ,p�56q �i �� � � - S' � i' � FORT PIERCE FL.AREA 16" OHS SQ CUT ' 40# LOADING 160 M.P.H. WIND LOAD > 6112 PITCH Roof Loading TC Live: 20.00 psf TC Dead: 10.00 psf BC Live: 0.00 psf BC Dead: 10.00 psf TC Stress I eCStress Inc: 25. 0 Spacing: 2- 0- 0 o.c. Account: BRAIN & LAURA Job: BRIAN-BLACK Designer: Checker: Date: 09-16-15 Mid -Florida ........ ... ...... __........... ..-- _ ._ _ ._.. ... ...... ......... ..... ........... . ........ ... ..... ..... ......... f _ _..--- - ._.._..........._ ............ . ���� /S �® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ® MiTek F11.1 :. RE: BRIAN-BLACK - ROOF DESIGNIINFO MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: BRIAN & LAURA BLACK Project Name: BLACK RES. Model: Tampa, FL 33610-4115 Lot/Block: 13 Subdivision: CAMPBELL ACRES Address: City: FORT PIERCE State: FLORIDA 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: FBC2010 Design Program: OnLine Plus 30.0.033 ❑ Wind Code: ASCE 7-10 [All Heigh][I Wind Speed: 150 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 66 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name Date No. Seal# Truss Name I Date 1 IT6821095 I Al 2/9/015 1118 1 T6821112 I C4 2/9/015 12 I T6821096 I A2 2/9/015 119 I T6821113 I C5 12/9/015 13 I T6821097 I A3 12/9/015 120 I T6821114 I C6 12/9/015 � 1 I T6821098 I A4 12/9/015 121 I T6821115 I C7 12/9/015 15 I T6821099 I A5 12/9/015 .122 I T6821116 ' I D1 12/9/015 I 16 I T6821100 161 12/9/015 123 I T6821117 I D2 12/9/015 17 J T6821101 I B2 12/9/015 124 I T6821118 I E1 12/9/015 18 I T6821102 I B3 12/9/015 125 I T6821119 I E2 12/9/015 1_ I T6821103 1134 12/9/015 126 I T6821120 I E3 12/9/015 110 I T6821104 I B5 12/9/015 127 I T6821121 I E4 12/9/015 Ill I T6821105 I B6 12/9/015 ' 128 I T6821122 I E5 12/9/015 112 I T6821106 167 12/9/015 129 I T6821123 I F1 12/9/015 113 I T6821107 I B8 12/9/015 130 I T6821124 I F2 12/9/015 I 114_ I T6821108 I B9 12/9/015 131 I T6821125 I F3 12/9/015 115 I T6821109 I C1 12/9/015 ' 132 I T6821126 I F4 12/9/015 I 16 I T6821110 I C2 12/9/015 133 I T6821127 I F5 12/9/015 I 17 I T6821111 I C3 12/9/015 134 I T6821128 I F6 12/9/015 I The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision. based on the parameters provided by Mid -Florida Lumber. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been: used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. A,.,� 0�• <e . �� • G' �i 0 • STATE OF ' 41J • - •'� •� ,p 0 RP,�\� �1S�0 N 1111111 A1L E01�• FL Cert. 6634 February 9,2015 Albani, Thomas 1 of 2 RE: BRIAN-BLACK - ROOF DESIGN INFO Site Information: Customer Info: BRIAN & LAURA BLACK Project Name: BLACK RES. Model: Lot/Block: 13 Subdivision: CAMPBELL ACRES Address: City: FORT PIERCE State: FLORIDA No. I Seal# Truss Name Date 135 1 T6821129 I F7 2/9/015 136 I T6821130 I F8 12/9/015 137 I T6821131 I F9 12/9/015 138 1 T6821132 I F10 12/9/015 139 I T6821133 I G1 12/9/015 140 I T6821134 I G2 12/9/015 141 I T6821135 I G3 12/9/015 142 I T6821136 I H 1 12/9/015 143 I T6821137 I H2 12/9/015 144 I T6821138 I H3 12/9/015 145 1 T6821139 I J1 12/9/015 146 I T6821140 I J1 A 12/9/015 147 I T6821141 I J3 12/9/015 148 I T6821142 I J3A 12/9/015 I 149 I T6821143 I J3K 12/9/015 150 I T6821144 I J5 12/9/015 151 1 T6821145 I J5A 12/9/015 152 1 T6821146 I J7 12/9/015 153 I T6821147 I RA 12/9/015 I 154 1 T6821148 I JV1 12/9/015 I 155 1 T6821149 I JV3 .12/9/015 156 1 T6821150 I JV5 12/9/015 157 I T6821151 I JV7 12/9/015 158 I T6821152 I K1 12/9/015 159 I T6821153 I K2 12/9/015 1 160 I T6821154 I KJ 12/9/015 161 I T6821155 I KJ3 12/9/015 I 12 I T6821156 I KJ7 12/9/015 163 I T6821157 I KJ7B 12/9/015 164 I T6821158 I KJA 12/9/015 165 I T6821159 I KJV 12/9/015 166 I T6821160 I M3 12/9/015 2 of, 2 i sob Mark Quan Type � Span Pl-Hl Left OR Right OH En ineerin S� S BRIAN-BLACK AI 2*2P HIPP 280000 6 1- 4- 0 1- 4- 0 T682I095 BLACK RES. 13 CAMPBELL ACRES HO 4-3 I HO 4-3 0 o w i i o o TC 3-9-3 1 7-0-0 fl 12-0-0 16-0-0 21-0-0 24-2-13 28-0-0 4x8 3x4= 1x311 4x8= B O P C 6 3 4 ,:-. TT 3x4, L 4-5-15 3-10-3 3x6- 1 3x6= A D N M E" K � H F 3x4 1x311 fl 1x311 3x4- 5x6- 4x6- W:800 W:800 R:2984 SPL R:2984 II:1516 II:1516 28-0-0 ALL PLATES ARE MT2020 +LOAD ASSIST USED TO CALCULATE LOADS+ Scale:0.213'= 1' MiTek° Online Plu.- APPROX. TRUSS WEIGHT: 189.9 LBS Online Plus -- Version 30.0.033 'F -N 0.64 5127 T 0.52 0.12 RUN DATE: 09-FEB-15 N -M 0.73 6595 T 0.67 0.06 ****•********++ M -E 0.64 5127 T 0.52 0.12 + 2-Ply Truss * �E -K 0.67 sloe T 0.51 0.16 *+************* K -D 0.72 5108 T 0.51 0.21 ------------- web er----------- Southern Pine lumber design H -I 0.01 103 C values are those effective I -F 0.02 158 T 06-01-13 by SPIN//ALSC UON F -H 0.08 413 T CSI -Size- ----Lumber---- B -N 0.32 1894 T TC 0.55 2x 4 SP-#2 N -0 0.10 859 C BC 0.73 2.4 SP-#2 / O -M 0.00 55 C WE 0.32 2x 4 SP-#3 M -P 0.10 835 C M -C 0.32 1890 T Brace truss as follows: E -C 0.08 413 T O.C. From To E -L 0.02 159 T TC Cont. 0- 0- 0 28- 0- 0 K -L 0.01 103 C or 48.0° 0- 0- 0 28- 0- 0 1 BC Coat. 0- 0- 0 28- 0- 0 TL De£1 -0.4L" in N -M L/775 or 94. 0" 0- 0- 0 28- 0- 0 LL Defl -0.10 in N -M L/999 ' Shear // Graii i'a H -O 0.26 paf-Ld Dead Live, TC 10.0 20.0 Plates for each ply each face. BC 10.0 0.0 ,Plate - MT20 20 Ga, Gross Area TC+BC 20.0 20.0 Plate - MT2H 20 Ga, Grose Area Total 40.0 Spacing 24.0° Jt Type Plt Size X Y JSI Lumber Duration Factor 1.25 A MT20 3.Ox 6.0 Ctr Ctr 0.97 Plate Duration Factor 1.25 I MT20 3.Ox 4.0 Ctr Ctr 0.23 Ph Fc Ft Emin B MT20 4.Ox 8.0 Ctr Ctr 0!81 TC 1.00 1.00 1.00 1.00 O MT20 3.Ox 4.0. Ctr Ctr 0.24 BC 1.00 1.00 1.00 1.00 P MT20 l.Ox 3.0 Ctr Ctr 0.85' IC MT20 4.Ox 8.0 Ctr Ctr 0.81 Total Load Reactions (Lbs) L MT20 3.Ox 4.0 Ctr Ctr 0.23 Jt Down Uplift Horiz- D MT20 3.Ox 6.01 Ctr Ctr 0.97 A 2984 1516 U 114 R H MT20 1.0x 3.0 Ctr Ctr 0.46 D 2984 1516 U 114 R F MT20 3.Ox 4.0 Ctr Ctr 0.21 N MT20 S.Ox 6.0 Ctr-0.5 0.99 Jt Erg Size Required M MT20 4.Ox 6.0 Ctr Ctr 0.76 A 8.0" 1.8° E MT20 3.Ox 4.0 Ctr Ctr 0.21 D 8.0" 1.8° K MT20 1.Ox 3.0 Ctr Ctr 0.46 LC# 1 Standard Loading REVIEWED HY: I Dur Fctrs - Lbr 1.25 Plt 1.25 MiTek Industries; Inc. plf - Dead Live* From To 6904 Parke Be t Blvd. TC V 20 40 0.0' 28.0' Tampa, FL 33610 BC V 20 0 0.0' 28.0' TC V 36 71 8.1' 19.9: REFBR TO ONLINE PLUS GENERAL BC V 36 0 . 8.1: 19.9' NOTES AND SYMBOLS SHEET FOR TC V 169 338 7.1' CL-LB ADDITIONAL SPECIFICATIONS. TC V 169 338 20-.9' CL-LB BC V 169 0 7.1: CL-LB NOTES: BC V 169 0 20. 9: CL-LB Trusses Manufactured by: MID-FLORIDA LUMBER Plus 15 Wind Load Case(s) Analysis Conforms To: Plua 1 LL Load Case(s) FBC2010 1 Plus 1 DL Load Case(s) TPI 2007 .I 2 COMPLETE TRUSSES REQUIRED. Membr CSI P Lbs Axl-CSI-Bnd Fasten together in staggered ---Top Chords---------- pattern. (1/2" bolts -OR- A -I 0.37 5693 C 0.25 0.12 SDS3 screws =0R- 10d nails I -B 0.32 5684 C 0.25 0.07 as each layer is applied.) H -O 0.53 6614 C 0.30 0.23 ----Spacing (In)---- 0 -P 0.51 6612 C 0.30 0.21 Rows Nails Screws Bolts P -C 0.55 6612 C 0.14 0.41 TC 1 12 24 0 C -L 0.32 5685 C 0.25 0.07 BC 1 12 1 24 0 L -D 0.37 5693 C 0.25 0.12 WE 1 8 8 --------Bottom Chords--------- Plus clusters of'nails where A -H 0.72 5109 T 0.51 0.21 shown. 1 H -F 0.67 5109 T 0.51 0.16 OH Loading . , Online Rush" 0 Copyright MReh01996-2014 Version 30.0.033 Engineering - Portrait 2/9/201511:29:41 AM Page 1 1 Soffit psf 2.0 This trues has been designed for 20.0 pef LL on the H.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the H.C. and any other member. Design checked for 10 paf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Trusi is designed as a Main, Wind -Force Resistance System - Directional. Wind Speed- 150 mph Risk Category II Mean Roof Height: •15-0 Exposure Category: C Building Type: Part. Bnc Zone location: Exterior TC Dead Load 6.0 paf BC Dead Load 6.0 paf Max comp. force 6614 Lbs Max tens. force 6595 Lbs Connector Plate Fabrication Tolerance = 20% This trues is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert. 6634 February 9,2015 sob Mark Quan Type Span P1-H1 Left OR Right OR Engineering BRIAN-BLACK A2 2 HIPP 280000 6 1- 4- 0 1- 4- 0 T6821096 BLACK RES. 13 CAMPBELL ACRES HO 4-3 I HO 4-3 0 0 0 ep 0 V TC1 1 4-9-3 1 9-0-0 1 14-0-0 1 19-0-0 1 23-2-13 1 28-0-0 4x8= ` 1x311 4x8= B K C 6� lx3,- lx3 G I 5-5-15 4-10-3 3x5= A 3x5= D F J E 3x4= 5x6= 3x4= W:800 W:800 R:1279 SPL R:1279 U: 663 U: 663 2o_n_n r� ALL PLATES ARE MT2020 Scale: 0.213° = 1' MiTek° Online Plus' APPROX. TRUSS WEIGHT: 182.0 LBS Online Plus -- Version 30.0.033 F -J 0.53 1662 T 0.19 0.34 RUN DATE: 09-FEB-15 J -E 0.53 1661 T 0.19 0.34 E -D 0.62 2028 T 0.21 0.41 Southern Pine lumber design ------------- webs ------------- values are those effective G -F 0.20 404 C 06-01-13 by SPIB//ALSC UON F -B 0.11 370 T CSI -Size- ----Lumber---- B -J 0.18 375 T TC 0.38 2x 4 SP-#2 J -K 0.14 358 C BC 0.62 2x 4 SP-#2 J -C 0.18 375 T WB 0.20 2x 4 SP-#3 E -C 0.11 370 T E -I 0.20 404 C Brace truss as follows: O.C. From To TL Defl-0.3511 in A -F L/918 TC Cont. 0- 0- 0 28- 0- 0 LL Defl-0.1511 in A -F L/999 or 42.01, 0- 0- 0 28- 0- 0 'Shear // Grain in B -K 0.21 BC Cont. 0- 0- 0 28- 0- 0 or 72.011 0- 0- 0 28- 0- 0 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area �• psf-Ld Dead Live Plate - MT2H 20 Ga, Gross Area TC 10.0 20.0 it Type Plt Size X Y JSI BC 10.0 0.0 A MT20 3.Ox 5.0 Ctr Ctr 0.87 TC+BC 20.0 20.0 G MT20 1.Ox 3.0 Ctr Ctr 0.73 Total 40.0 Spacing 24.01' B MT20 4.Ox 8.0 Ctr Ctr 0.74 Lumber Duration Factor 1.25 K MT20 1.0x 3.0 Ctr Ctr 0.91 Plate Duration Factor 1.25 C MT20 4.Ox 8.0 Ctr Ctr 0.74 Fb Fc Ft Emin ;I MT20 1.Ox 3.0 Ctr Ctr 0.73 TC 1.15 1.10 1.10 1.10 D MT20 3.Ox 5.0 Ctr Ctr 0.87 BC 1.10 1.10 1.10 1.10 F MT20 3.Ox 4.0 Ctr Ctr 0.41 J MT20 5.Ox 6.0 Ctr-0.5 0.50 Total Load Reactions (Lbs) E MT20 3.Ox 4.0 Ctr Ctr 0.41 it Down Uplift Horiz- A 1280 664 U 148 R REVIEWED BY: D 1280 664 U 148 R MiTek Industries, Inc. 6904 Parke East Blvd. it Brg Size Required Tampa, FL 33610 A 8.011 1.511 D 8.011 1.511 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR Plus 15 Wind Load Case(s) ADDITIONAL SPECIFICATIONS. Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) ,NOTES:. 'Trusses Manufactured by: Membr CSI P Lbs Axl-CSI-Bnd MID-FLORIDA LUMBER --Top Chords---------- Analysis Conforms To: A -G 0.38 2173 C 0.18 0.20 FBC2010 G -B 0.31 1841 C 0.16 0.25 TPI 2007 B -K 0.36 1851 C 0.18 0.18 OR Loading K -C 0.36 1851 C 0.18 0.18 Soffit psf 2.0 C -I 0.31 1841 C 0.16 0.15 'This truss has been designed I -D 0.38 2173 C 0.18 0.20 for 20.0 psf LL on the B.C. --------Bottom Chords--------- in areas where a rectangle A -F 0.62 2028 T 0.21 0.41 3- 6- 0 tall by Online RusTM 0 Copyright M7061996-2014 Version 30.0.033 Engineering - Portrait 219/201511:29:44 AM Page 1 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure, Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Max comp. force 2173 Lbs Max tens. force 2028 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. `ttlij►1ir111111��o �� G•E N S • •e'9 �i� r%'( 39380 r . * � • :O•• ATE .� ♦ s� �S.c� O R 1 O 0 N A� ����. FL Cert. 6634 ' February 9,2015 Job Mark •'Quan Type Span P1-H1 Left OH Right OH Engineering BRIAN-BLACK A3 2 HIPP 280000 6 1- 4- 0 1- 4- 0 T682I097 BLACK RES. 13 CAMPBELL ACRES HO 4-3 _ HO 4-3 o o p o TC 5-9-3 1 111-0-'0 1 1 17-0-0 I 22-2-13 0 I 28-0-0 4x8= 4x5= J 8 C IT 6 F�< 5-10-3 ry >lx3,5'- 3x5= �I 3x5- A D F E 3x4= 5x8= W:800 W:800 R:1279 SPL R:1279 U: 663 U: 663 -28-0-0 ALL PLATES ARE MT2020 Scale: 0.213° = 1' MiTek° Online Plus' APPROX. TRUSS WEIGHT: 173.5 LBS Online Plus -- Version 30.0.033 ------Bottom Chords--------- 2- 0- 0 wide RUN DATE: 09-FEB-15 A -F 0.87 1989 T 0.20 0.67 will fit between the B.C. F -E 0.70 1500 T 0.17 0.53 and any other member. Southern Pine lumber design E -D 0.87 1991 T 0.20 0.67 Design checked for 10 psf non - values are those effective -------------Webs------------- concurrent LL on BC. 06-01-13 by SPIB//ALSC UON G -F 0.40 540 C Wind Loads - ANSI / ASCE 7-10 CSI -Size- ----Lumber---- F -B 0.13 413 T Truss is designed as a Main TC 0.46 2x 4 SP-#2 B -E 0.15 144 T Wind -Force Resistance System BC 0.87 2x 4 SP42 E -C 0.12 409 T - Directional. WB 0.40 2x 4 SP43 E -H 0.40 546 C Wind Speed: 150 mph Risk Category II Brace truss as follows: TL Defl-0.731r in A -F L/437 Mean Roof Height: 15-0 O.C. From To LL Defl-0.34'r in A -F L/947 Exposure Category: C TC Cont. 0- 0- 0 28- 0- 0 Shear // Grain in A -G 0.23 Building Type: Part. Eno or 42.01, 0- 0- 0 28- 0- 0 Zone location: Exterior BC Cont. 0- 0- 0 28- 0- 0 Plates for each ply each face. TC Dead Load 6.0 psf or 66.01' 0- 0- 0 28- 0- 0 Plate - MT20 20 Ga, Gross Area BC Dead Load 6.0 psf Plate - MT2H 20 Gar Gross Area Max comp. force 2099 Lbs psf-Ld Dead Live it Type Plt Size X Y JSI Max tens. force 1991 Lbs TC 10.0 20.0 A MT20 3.Ox 5.0 Ctr Ctr 0.84 Connector Plate Fabrication BC 10.0 0.0 G MT20 1.0x 3.0 Ctr Ctr 0.73 Tolerance - 20% TC+BC 20.0 20.0 B MT20 4.Ox 8.0 Ctr Ctr 0.90 This truss is designed for a Total 40.0 Spacing 24.01' C MT20 4.Ox 5.0 Ctr Ctr 0.89 creep factor of 1.5 which Lumber Duration Factor 1.25 :H MT20 1.Ox 3.0 Ctr Ctr 0.73 is used to calculate total Plate Duration Factor 1.25 D MT20 3.Ox 5.0 Ctr Ctr 0.84 load deflection. Fb Fc Ft Emin F MT20 3.Ox 4.0 Ctr Ctr 0.41 TC 1.15 1.10 1.10 1.10 �E MT20 5.Ox 8.0 Ctr-0.5 0.81 BC 1.10 1.10 1.10 1.10 ,,�►I���f'fff,I REVIEWED BY: -^A II Total Load Reactions (Lbs) MiTek Industries, Inc. A ,,�� \v`rs• . Jt Down Uplift Horiz- 6904 Parke East Blvd.`�`• G E N 5' •• e'9 �e A 1280 664 U 181 R Tampa, FL 33610 ��,`�•'•v F�'.��t D 1280 664 U 181 R w • REFER TO ONLINE PLUS GENERAL 0 39380 j it Brg Size Required NOTES AND SYMBOLS SHEET FOR A 8.01' 1.51' ADDITIONAL SPECIFICATIONS. //�'1 D 8.01r 1.51r i -fir NOTES: AT E :• 41 • Plus 15 Wind Load Case(s) Trusses Manufactured by: ��0'. Plus 1 LL Load Case(s) MID-FLORIDA LUMBER �T . (•�• Plus 1 DL Load Case(s) Analysis Conforms To: ,j��V •; 0 R �,'•�N,�� FBC2010••""••`� MembrCSIP Lbs 1=CSI_--- TPI I,,ffO N AI 11,`,`,,� -- Top Chords - A -G 0.46 2096 C 0.01 0.45 Soffit psf 2.0 G -B 0.39 1660 C 0.14 0.25 This truss has been designed B -C 0.46 1514 C 0.02 0.44 for 2U.0 psf LL on the B.C. FL Cert. 6634 C -H 0.39 1659 C 0.14 0.25 1 in areas where a rectangle H -D 0.45 2099 C 0.18 0.27 3- 6- 0 tall by February 9,2015 ONina PIusTM ®Copyright MRelc®19962014 Version 30.0.033 Engineering -Portrait 2f9/201511:29:48 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering BRIAN-BLACK A4 2 HIPP 280000 6 1- 4- 0 1- 4- 0 T6821098 BLACK RES. 13 CAMPBELL ACRES HO 4-3 HO 4-3 o :Ln-1 0 0 .N-1 0 o rl o o N o TC 5-6-15 10-9-4 11 115-0-0 1 1'1 22-5-1 1 28-0-0 i C 4x8= 4x4= D E 5x8_ 5x8 -�, G F 8 6�O N 3x4 -�, 1x3 11 3x4= 3x4_ 7-5-15 Q to g 6-10-3 N : 0 4x5 = 4x5 = A �_6- 2- 0 H P S1 L I R 1x311 4x5= 3x4= 3x4= 1x311 W: 00 W:800 R:1578 R:1578 U: 562 U: 562 28-0-0 ALL PLATES ARE MT2020 Scale: 0.213' = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 185.9 LBS Online Plus -- Version 30.0.033 Q -B 0.52 2358 C 0.06 0.46 RUN DATE: 09-FEB-15 B -D 0.32 305 C 0.00 0.32 D -E 0.03 266 C 0.02 0.01 Southern Pine lumber design E -G 0.32 280 C 0.00 0.32 values are those effective G -S 0.52 2358 C 0.06 0.46 06-01-13 by SPIB//ALSC VON S -H 0.41 2804 C 0.15 0.26 CSI -Size- ----Lumber---- --------Bottom Chords--------- TC 0.52 2x 4 SP-#2 A -P 0.602636 T 0.44 0.16 BC 0.96 2x 4 SP-#2D P -S1 0.96 2636 T 0.35 0.61 -- 0.95 2x 4 SP-#1 S1-L 0.88 2636 T 0.26 0.62 S1-H L -I 0.95 2106 T 0.24 0.71 WB 0.40 2x 4 SP43 I -R 0.88 2635 T 0.26 0.62 ACT 0.67 2x 4 SP43 R -H 0.45 2635 T 0.33 0.12 AWT 0.04 2x 4 SP43 ------------- Webs------------- P -Q 0.04 146 T Brace truss as follows: Q -L 0.40 616 C O.C. From TO L -B 0.25 714 T TC Cont. 0- 0- 0 28- 0- 0 I -0 0.25 713 T or 36.0" 0- 0- 0 28- 0- 0 I -S 0.40 616 C BC Cont. 0- 0- 0 28- 0- 0 R -s 0.04 147 T or 90.0" 0- 0- 0 28- 0- 0 -----'-Attic Chords (Top) ------ Cant. Attic Chords (Top) B -O 0.66 1932 C 0.56 0.10 or 42.0" Attic Chords (Top) 0 -N 0.67 1934 C 0.56 0.11 N -0 0.62 1948 C 0.57 0.05 psf-Ld Dead Live -------Attic Webs (Top)------- TC 10.0 20.0 O -D 0.01 26 T BC 10.0 0.0 D -N 0.04 189 C TC+BC 20.0 20.0 N -E 0.02 98 T Total 40.0 Spacing 24.0" Lumber Duration Factor 1.25 TL Defl -0.52" in L -I L/615 Plate Duration Factor 1.25 LL De£1 -0.33" in L -I L/975 Fb Fe Ft Emin Shear // Grain in L -I 0.55 TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Total Load Reactions (Lbs) Plate - MT2H 20 Ga, Gross Area at Down Uplift Horiz- at Type Plt Size X Y JSI A IS78 563 V 215 R A MT20 4.Ox 5.0 Ctr 0.1 0.87 H 1578 562 V 215 R Q MT20 3.Ox 4.0 Ctr Ctr 0.47 B MT20 S.Ox 8.0-0.4 0.9 0.90 at Brg Size Required D MT20 4.Ox 8.0 Ctr Ctr 0.58 A 8.0.. 1.6" E MT20 4.0% 4.0 Ctr Ctr 0.58 H 8.0" 1.9'. G MT20 5.Ox 8.0 0.4 0.9 0.91 S MT20 3.Ox 4.0 Ctr Ctr 0.47 LC# 1 Attic Loading H MT20 4.Ox 5.0 Ctr 0.1 0.87 Dur Petra - Lbr 1.25 Plt 1.25 P MT20 1.Ox 3.0 Ctr Ctr 0.91 pl£ - Dead Live* From To S1 MT20 4.Ox 5.0 Ctr 0.2 0.85 TC V 20 40 0.0' 28.0' L MT20 3.Ox 4.0 Ctr Ctr 0.59 BC V 20 0 0.0' 28.0- I MT20 3.Ox 4.0 Ctr Ctr 0.59 BC V 10 80 10.9' 17.1' R MT20 1.Ox 3.0 Ctr Ctr 0.91 MA V SO 0 10.8' 17.2' 0 MT20 1.0x 3.0 Ctr Ctr 0.90 WB S 10 0 B L N MT20 3.Ox 4..0 Ctr Ctr 0.44 WB S 10 0 G I REVIEWED BY: Plus 15 Wind Load Case(s) MiTek Industries, Inc. Plus 2 Unbalanced Load Cases 6904 Parke East Blvd. Plus 1 LL Load Case(s) Tampa, FL 33610 Plus 1 DL Load Case(s) Plus 1 Attic 2 Load Case(s) REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR Membr CSI P Lbs Axl-CSI-Bnd ADDITIONAL SPECIFICATIONS. ----------Top Chords ---------- A -Q 0.41 2804 C 0.15 0.26 i NOTES: Online Plusm 0 Copyright MTek01996-2014 Version 30.0.033 Ergineering - Portrait 219/201511:29:51 AM Page 1 Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 OR Loading Soffit pa£ 2.0 Design checked for 10 psf non - concurrent LL on BC. Partial -length live loads checked. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Eno Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 2804 Lbs Max tens. force 2636 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert. 6634 February 9,2015 sob Mark Quan Type Span P1-H1 Left OH Right OH Engineeriug BRIAN-BLACK AS 1 TR 280000 6 1- 4- 0 1- 4- 0 T6821099 BLACK RES. 13 CAMPBELL ACRES HO 4-3 HO 4-3 O to I N r1 0 o W ,-i o N o O e>f TC J r+ 1 5-6-15 I 10=9-4 Ir1 14-0-0 1 16-10-1 Ir1 22-5-1 1 28-0-0 4x4= C D 5x8� 5x8 _ F B E IT6[ L 7-11-15 3x4 ix311 3z4� N to P 7-4-3 N 4x5 = r O 4x5= A�-6- 2- 0 G S1 I H O 1x311 4x5= 3x4= 3x4= 1x311 W:800 W:800 R:1578 R:1578 U: 562 U: 562 2o_n_n ALL PLATES ARE MT2020 Scale: 0.210' = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 182.6 LBS Online Plus -- Version 30.0.033----------Top Chords---------- Analysis Conforms To: - RUN DATE: 09-FEB-15 A -N 0.41 2707 C 0.15 0.26 FBC2010 N -B 0.49 2359 C 0.06 0.43 TPI 2007 Southern Pine lumber design B -D 0.33 235 C 0.00 0.33 OH Loading values are those effective D -F 0.33 235 C 0.00 0.33 Soffit psf 2�.0 06-01-13 by SPIB//ALSC UON F -P 0.49 2359 C 0.06 0.43 Design checked for 10 psf non- CSI -Size- ----Lumber---- P -G 0.41 2798 C 0.15 0.26 concurrent LL on BC. TC 0.49 2x 4 SP42--------Bottom Chords--------- Partial -length live loads BC 0.97 2x 4 SP-02D A -M 0.60 2641 T 0.44 0.16 checked. - 0.95 2x 4 SP-*l M -S1 0.97 2641 T 0.35 0.62 Wind Loads - ANSI / ASCE 7-10 S1-G SS -I 0.89 2641 T 0.26 0.63 Truss is designed as a Main WB 0.40 2x 4 SP43 I -H 0.95 2108 T 0.24 0.71 Wind -Force Resistance System ACT 0.68 2x 4 SP43 H -O 0.89 2641 T 0.26 0.63 - Directional. AWT 0.01 2x 4 SP43 O -G 0.45 2641 T 0.33 0.12 Wind Speed: 150 mph -------------Webs------------- Risk Category II Brace truss as follows: M -N 0.04 153 T Mean Roof Height: 15-0 O.C. From To N -I 0.40 614 C Exposure Category: C TC Cont. 0- 0- 0 28- 0- 0 'I -B 0.25 713 T Building Type: Part. Eno or 36.0" 0- 0- 0 28- 0- 0 H -F 0.25 713 T Zone location: Exterior BC Cont. 0- 0- 0 28- 0- 0 H -P 0.40 614 C TC Dead Load 6.0 psf or 90.0" 0- 0- 0 28- 0- 0 10 -P 0.04 153 T BC Dead Load 6.0 psf Cont. Attic Chords (Top) ------Attic Chords (Top)------ Max comp. force 2798 Lbs or 42.0" Attic Chords (Top) B -L 0.68 1937 C 0.59 0.09 Max tens. force 2641 Lbs L -F 0.68 1937 C 0.59 0.09 Connector Plate Fabrication psf-Ld Dead Live -------Attic Webs (Top)------- Tolerance - 20% TC 10.0 20.0 L -D 0.01 50 T This truss is designed for a BC 10.0 0.0 creep factor of 1.5 which TC+BC 20.0 20.0 'TL Defl -0.53" in I -H L/606 is used to calculate total Total 40.0 Spacing 24.0" LL Dafl -0.34" in I -H L/954 load deflection. Lumber Duration Factor 1.25 !Shear // Grain in I -H 0.55 Plate Duration Factor 1.25 Fb Pc Ft Brain Plates for each ply each face. TC 1.15 1.10 1.10 1.10 Plate - MT20 20 Ga, Gross Area BC 1.10 1.10 1.30 1.10 'JtaType MPlt 20 Sizea,XGroYs AJSI Total Load Reactions (Lbs) A MT20 4.Ox 5.0 Ctr 0.1 0.87 `♦ P q� �� Jt Down Uplift Horiz- N MT20 3.Ox 4.0 Ctr Ctr 0.47 ♦ • A 1578 563 U 231 R H MT20 5.0x 8.0-0.4 0.9 0.92 ,�,,�0 • �G E N S,L.• '9�1 G 1578 563 U 231 R D MT20 4.Ox 4.0 Ctr Ctr 0.43 ♦ • ••� P MT20 S.Ox 8.0 0.4 0.9 0.92 Jt Brg Size Required 'P MT20 3.Ox 4.0 Ctr Ctr 0.47 0 39380.•---' A B.O.. 1.6" G MT20 4.Ox 5.0 Ctr 0.1 0.87 G 8.0" 1.9" M MT20 l.Ox 3.0 Ctr Ctr0.2 0.91 87 _ y+'~ S1 MT20 4.Ox 5.0 Ctr 0.2 0.87 LC# 1 Attic Loading I MT20 3.Ox 4.0 Ctr Ctr 0.59 a: ` Dur Fctrs - Lbr 1.25 Plt 1.25 H MT20 3.Ox 4.0 Ctr Ctr 0.59 + _ •� ,I, plf - Dead Live* From To O MT20 1.0x 3.0 Ctr Ctr 0.91 i . AT E `4/ • TC V 20 40 0.0' 28.0' L MT20 1.0x 3.0 Ctr Ctr 0.91-40 BC V 20 0 0.0' 28.0' I , BC V 10 80 10.9' 17.1' REVIEWED BY: �I�,< p R � � P'•��wN % MA V 10 0 10.8' 17.2' MiTek Industries, Inc. I� S • (�V'�♦ WB S 10 0 F H Tampa, FL 33610East H1vd. I ,S • •pr n I- `% �� 'O 1 V !"1 ♦♦ 1/11111111//� Plus 15 Wind Load Case(s) REFER TO ONLINE PLUS GENERAL Plus 2 Unbalanced Load Cases NOTES AND SYMBOLS SHEET FORPlus I LL Load Case(s) ,. Plus 1 DL Load Case(s) ADDITIONAL SPECIFICATIONS. FL Cert. 6634 Plus 1 Attic 2 Load Case(s) NOTES: Trusses Manufactured by: Membr CSI P Lbs Axl-CSI-Bnd MID-FLORIDA LUMBER ' February 9,2015 ONine Mus- 0 Copyright N1iTek®1996-2014 Version 30.0.033 Engineering - portrait 219/201511:29:55 AM Page I --T Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering BRIAN--BLACK BI 1*2P HIPP 350200 6 1- 4- 0 1- 4- 0 T6821100 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 HO 1-0-3 o w o i o 0 0 o, tv o a o o d: TC j 1 1306141 7-0-0 1 12-4-6 1 17-7-0 1 22-9-10 1 28-2-0 1 31-7-2 1 01 1 1.5x4II Q 5x8= 3x5= 5x8= 5x8= B 6 P RSPL C T x5 � 3x5 3x4 - T V 3x4� 4-6-3 3x10 11 W X 3x10 11 A D S F 0 M E U {� W:800 1.5x411 3x5= 3x5= 3x5= 3x5= 1.5x411 W:800 R:3734 ,,,N ,, R:3425 U:1922 7x6= U:1799 SPL oc_2_0 ALL PLATES ARE MT2020 +LOAD ASSIST USED TO CALCULATE LOADS+ Scale: 0.179•= 1' Online Plus -- Version 30.0.033 RUN DATE: 09-FEB-15 + 2-Ply Truss + Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- --Lumber ---- TC 0.71 2x 4 SP-#2 BC 0.97 2x 6 SP-#2 WB 0.56 2x 4 SP-#3 SL 0.08 2x 6 SP-#2 Brace trues as follows: O.C. From To TC Cont. 0- 0- 0 35- 2- 0 or 42.0° 0- 0- 0 35- 2- 0 BC Cont. 0- 0- 0 35- 2- 0 or 90.0. 0- 0- 0 35- 2- 0 pef-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0- Lumber Duration Factor 1.25 1 Plate Duration Factor 1.25 Fb Fc Ft Emin TC 1.00 1.00 1.00 1.00 BC 1.00 1.00 1.00 1.00 Total Load Reactions (Lbs) at Down Uplift Horiz- A 3735 1922 U 105 R D 3425 1800 U 13S R Jt Erg Size Required A 8.0. 2.2u D 8.0• 2.0" MiTek° Online Plus' APPROX Plus 1 DL Load Case(s) Membr CSI PLbs Axl-CSI-Had ----------Top Chords---------- A -W 066 3247 C 0.02 064 W -T 0..70 5365 C 0.06 0..64 T -B 0.53 6327 C 0.09 0.44 B -P 0.68 8036 C 0.37 0.31 P -0 0.71 8653 C 0.40 0.31 Q -R 0.71 8653 C 0.40 0.31 R -C 0.68 7766 C 0.37 0.31 C -V 0.45 5729 C 0.09 0.36 V -X 0.63 4899 C 0.05 0.58 X -D 0.59 2984 C 0.01 0.58 --------Bottom Chords --------- A -S 0.97 4662 T 0.33 0.64 S -F 0.64 4662 T 0.33 0.31 F -0 0.47 5746 T 0.41 0.06 O -N 0.68 8030 T 0.58 0.10 N -M 0.66 7760 T 0.56 0.10 M -E 0.43 5229 T 0.37 0.06 E -U 0.59 4269 T 0.30 0.29 U -D 0.89 4269 T 0.30 0.59 ------------- Web s------------- S -T 0.07 834 C T -F 0.23 1415 T F -B 0.08 564 T B -0 0.50 2971 T 0 -P 0.16 1542 C P -N 0.14 B58 T N -Q 0.12 969 C N -R 0.20 1204 T M -R 0.17 1743 C M -C 0.56 3282 T E -C 0.04 315 C E -V 0.20 1245 T U -V 0.06 777 C ----------- Slid are ------------ * -W 0.08 2434 C X -D 0.07 2205 C TL Defl -0.60• in O -N L/678 'LC# 1 Standard Loading LL Defl -0.24° in O -N L/999 Dur Petra - Lbr 1.25 Plt 1.25 Shear // Grain in W -W 0.36 plf - Dead Live* From To TCV 20 40 0.0' 35.2- Plates for each ply each face. BC V 20 0 0.0' 35.2- Plate - MT20 20 ;Ga, Gross Area TC V 35 70 8.1' 16.1- Plate - MT2H 20 Go, Gross Area TC V 35 70 19.1' 29.1' Jt Type Plt Size X Y JSI BC V 35 0 8.1- 16.1' A MT20 3.0x10.0 1.5 0.,3 0.89 BC V 35 0 19.11 27.1' W MT20 3.Ox 4.i0 Ctr Ctr 0.47 TC V 54 107 17.1' CL-LB T MT20 3.Ox 5.0 Ctr Ctr 0.36 TC V 54 107 18.1- CL-LB B MT20 5.0x S.0 Ctr-0.1 0.91 BC V 338 338 7.1' CL-LB P MT20 3.0x 5.0 Ctr Ctr 0.31 BC V 54 0 17.1' CL-LB Q MT20 1.5x 4.0 Ctr Ctr 0.49 BC V 54 0 18.1' CL-LB R MT20 5.Ox 9.0 Ctr 0.5 0.71 C MT20 5.Ox 8.0 Ctr-0.1 0.78 Plus 15 Wind Load Casale) V MT20 3.Ox 5.0 Ctr Ctr 0.32 Plus 1 LL Load Case(s) X MT20 3.Ox 4.0 Ctr Ctr 0.42 TRUSS WEIGHT: 291.7 LBS D MT20 3.Ox10.0-1.5 0.3 0.81 S MT20 1.5x 4.0 Ctr Ctr 0.28 F MT20 3.Ox 5.0 Ctr Ctr 0.37 O MT20 3.Ox 5.0 Ctr Ctr 0.80 N MT20 7.Ox 60 Ctr -0.8 0.88 M MT20 3.Ox 5..0 0.5 Ctr 0.76 B MT20 3.Ox 5.0 Ctr Ctr 0.33 U MT20 1.5x 4.0 Ctr Ctr 0.27 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 2 COMPLETE TRUSSES REQUIRED. Fasten together in staggered pattern. (1/2" bolts -OR- SDS3 screws -OR- SOd nails as each layer is applied.) ----Spacing (In)---- Rowe Nails Screws Bolts TC 1 12 24 0 BC 2 12 24 0 WB 1 a 8 Plus clusters of nails where shown. OR Loading Soffit ps£ 2.0 This trues has been designed for 20.0 pef LL on the H.C. in areas where a rectangle 3- 6- 0 tall by, 2- 0- 0 wide will fit between the B.C. .and any other member. Design checked for SO pef non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss in designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category : II Mean Roof Height. 15-0 Exposure Category: C Building Type: Part. Eno Zone location: Exterior TC Dead Load : 6.0 pef BC Dead Load : 6.0 pef Max comp. force 8653 Lbs Max tens. force 8030 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflectipn. ``,,,j1111IIIIII ',I ���,Z'..•�\G.E.NS'Fe'� ♦ A, � ! No 39380 �-�.• ���j Mir Z ATE 'II/' ..0 A, OR 110 P N 11N A11 0,, FL Cert. 6634 February 9,2015 Online Plus- 0 Copyright MTekO 1996-2014 Version 30.0.033 Engineering - Portrait 219/201611:2959 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH 'Engineering BRIAN-BLACK B2 1 HIPP /-' 350200 6 1- 4- 0 1- 4- 0 T6821101 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 I HO 1-0-3 o o ri 0 o 0 N o 0 o to o TC4-6-0 1 9-0-0 1 14-9-13 1 20-4-3 1 26-2-0 1 30-8-0 1 33-9-3 1 10 1- 5x5- 3x5= 3x5= 5x5= B I J C 6 " 1.5x4 T 1.5x4 H K 5-6-3 3x4 ,:�, 3x4� 3x12 11 L M 3x12 I I A D j� F GSPL E (� W: B00 4x8= 5x8= 4x8- W:800 R:1644 R:1644 II: 824 II: 824 9C-2-n ALL PLATES ARE MT2020 Scale: 0.179' =1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 242.4 LBS Online Plus -- version 30.0.033--------Bottom Chords--------- This truss has been designed RUN DATE: 09-FEB-15 A -F 0.92 2130 T 0.34 0.58 for 20.0 psf LL on the B.C. F -G 0.92 2658 T 0.46 0.46 in areas where a rectangle Southern Pine lumber design G -E 0.92 2657 T 0.46 0.46 3- 6- 0 tall by i values are those effective E -D 0.92 2129 T 0.34 0.58 2- 0- 0 wide 06-01-13 by SPIB//ALSC IION-------------Webs------------- will fit between the B.C. CSI -Size- ----Lumber---- H -F 0.04 164 T and any other member. TC 0.83 2x 4 SP-#1' F -B 0.22 621 T Design checked for 10 psf non- -- 0.45 2x 4 SP-#2 F -I 0.93 822 C concurrent LL on BC. B -C I -G 0.06 201 T Wind Loads - ANSI / ASCE 7-10 BC 0.92 2x 4 SP-#2D G -J 0.06 201 T Truss is designed as a Main WB 0.93 2x 4 SP43 'J -E 0.93 822 C Wind -Force Resistance System SL 0.17 2x 6 SP42 E -C 0.22 621 T - Directional. E -K 0.04 164 T Wind Speed: 150 mph Brace truss as follows: -----------Sliders------------ Risk Category II O.C. From To A -L 0.17 2245 C Mean Roof Height: 15-0 TC Cont. 0- 0- 0 35- 2- 0 M -D 0.17 2245 C Exposure Category: C or 36.01, 0- 0- 0 35- 2- 0 Building Type: Part. Enc BC' Cont. 0- 0- 0 35- 2- 0 TL Defl -0.55" in G -E L/741 Zone location: Exterior or 66.01, 0- 0- 0 35- 2- 0 LL Defl -0.24" in G -E L/999 TC Dead Load : 6.0 psf Shear // Grain in A -L 0.61 BC Dead Load : 6.0 psf psf-Ld Dead Live Max comp. force 2719 Lbs TC 10.0 20.0 Plates for each ply'each face. Max tens. force 2658 Lbs BC 10.0 0.0 Plate - MT20 20 Ga, Gross Area Connector Plate Fabrication TC+BC 20.0 20.0 Plate - MT2H 20 Ga, Gross Area Tolerance = 20% Total 40.0 Spacing 24.0" it Type Plt Size X Y JSI This truss is designed for a Lumber Duration Factor 1.25 A MT20 3.0x12.0 1.5 0.3 0.81 creep factor of 1.5 which Plate Duration Factor 1.25 L MT20. 3.Ox 4.0-0.5-0.2 0.91 is used to calculate total Fb Fc Ft Emin H MT20 1.5x 4.0 Ctr Ctr 0.37 load deflection. TC 1.15 1.10 1.10 1.10 B MT20 5.0x 5.0 Ctr-0.2 0.92 BC 1.10 1.10 1.10 1.10 I MT20 3.Ox 5.0 Ctr Ctr 0.37 J MT20 3.Ox 5.0 Ctr Ctr 0.37 Total Load Reactions (Lbs) C MT20 5.Ox 5.0 Ctr-0.2 0.92 Dt 1644 IIfHZ 825II 157R 'D MT20 3.Ox12.0-1t5 Ot3 0.81 �" �s• A•• ���',�� F MT20 4.ox 8.0 Ctr Ctr 0.31 �.� %`,•'�cENS�,.,•g2��� it Brg Size Required G MT20 5.Ox 8.0 Ctr-0.5 0.87 • �-- :''t� A 8.0" 1.7" IE MT20 4.Ox 8.0 Ctr Ctr 0.31 0 39380 REVIEWED BY: Plus 15 Wind Load Case(s) MiTek Industries, Inc. Plus 1 LL Load Case(s) 6904 Parke East Blvd... •� �(,r= Plus 1 BC LL Load Case(s) Tampa, FL 33610 : • w Plus 1 DL Load Case(s) AT E REFER TO ONLINE PLUS GENERAL A, P. �4/,� Membr CSI P Lbs Axl-CSI-Bnd NOTES AND SYMBOLS SHEET FOR N �j Q R 1 Q Top 80C0.0 Chords 0 0.80 NOTES ADDITIONAL SPECIFICATIONS. ,'�0.80 'f; L -H 0.8324N A1-��� H -B 0.51 2335 C 0.05 0.46 Trusses Manufactured by: r�rrr���jp1r, B -I 0.40 2150 C 0.18 0.22 MID-FLORIDA LUMBER I -J 0.45 2719 C 0.23 0.22 Analysis Conforms TO: FL Cert. 6634 J -C 0.40 2150 C 0.18 0.22 FBC2010 C -K 0.51 2335 C. 0.05 0.46 TPI 2007 K -M 0.83 2410 C 0.03 0.80 OH Loading M -D 0.80 480 C 0.00 0.80 Soffit psf 2.0 February 9,2015 Online PIusTM 0 Copyright MTea 1996-2014 Version 30.0.033 Engineering - Portrait 219/201511:30:03 AM Page 1 sob Mark Quan Type Span P1-H1 Left OH Right OH Engineering BRIAN--BLACK B3 1 HIPP 350200 6 1- 4- 0 1- 4- 0 T6821102 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 HO 1-0-3 C. t. O O W O 0 o 0 N O O V O rl I(1 O TCj- 1 5-6-0 1 11-0-0 1 17-7-0 1 24-2-0 1 29-8-0 1 33-3-9 5x8= 1.5x411 5x8= B' I C T3x6 5 � 3x5, H J 6-6-3 3x8.:r, 3x8_ 3x1011 N L 3x1011 A D M F GSPL E K 3x5= 3x5= 5x6= 3x5= 3x5= fl Cant:l- 4-12 W:800 W:1105 R:1575 R:1705 II: 778 U: 918 0 O 0 N O rl 11) 35-2-0 Dili ALL PLATES ARE MT2020 Scale: 0.169' = 1' MiTek° Online Plus' APPROX. TRUSS WEIGHT: 268.7 LBS Online Plus -- Version 30.0.033 E -K 0.61 1538 T 0.14 0.47 RUN DATE: 09-FEB-15 IF -D 0.45 155 T 0.01 0.44 ------------- Webs ------------- Southern Pine lumber design M -N 0.18 492 T values are those effective M -H 0.24 491 C 06-01-13 by SPIB//ALSC UON H -F 0.23 280 T CSI -Size- ----Lumber---- P -B 0.12 370 T TC 0.52 2x 4 SP42 'B -G 0.35 398 T BC 0.69 2x 4 SP42 G -I 0.34 466 C WB 0.87 2x 4 SP43 G -C 0.48 634 T SL 0.17 2x 6 SP42 E -C 0.05 185 T E -J 0.13 358 T Brace truss as follows: J -K 0.87 1887 C O.C. From To K -L 0.08 276 T TC Cont. 0- 0- 0 35- 2- 0 -------,----Sliders------------ or 42.0", 0- 0- 0 35- 2- 0 A -N 0.17 1938 C BC Cont. 0- 0- 0 35- 2- 0 L -D 0.02 247 C or 72.0" 0- 0- 0 35- 2- 0 TL Defl -0.40" in M -F L/961 psf-Ld Dead Live LL Defl -0.17" in M -F L/999 TC 10.0 20.0 ALL Cant 0.01'- in K -D L/999 BC 10.0 0.0 Shear // Grain in B -I 0.28 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Plates for each ply each face. Lumber Duration Factor 1.25 •Plate - MT20 20 Ga, Gross Area Plate Duration Factor 1.25 Plate - MT2H 20 Ga, Gross Area Pb Fc Ft Emin it Type Plt Size X Y JSI TC 1.15 1.10 1.10 1.10 A MT20 3.0x10.0 1.5 0.3 0.88 BC 1.10 1.10 1.10 1.10 •N MT20 3.Ox 8.0-1.6-0.8 0.72 H MT20 3Ox 5.0 Ctr Ctr 0.31 Total Load Reactions (Lbs) B MT20 5:.0x 8.0 Ctr-0.1 0.86 it Down Uplift Horiz- I MT20 1.5x 4.0 Ctr Ctr 0.48 A 1575 779 U 192 R C MT20 5.Ox 8.0 Ctr-0.1 0.76 K 1705 918 U 192 R IJ MT20 3.Ox 5.0 Ctr Ctr 0.85 •L MT20 3.Ox 8.0 1.2-0.6 0.22 it Brg Size Required D MT20 3:Ox10.0-1.5 0.3 0.50 A 8.0', 1.9', M MT20 3.Ox 5.0 Ctr Ctr 0.33 K 11.3" 1.9" P MT20 3.Ox 5.0 Ctr Ctr 0.33 G MT20 5.0x 6.0 Ctr-0.5 0.66 Plus 15 Wind Load Case(s) R MT20 3.Ox 5.0 Ctr Ctr 0.33 Plus 1 LL Load Case(s) R MT20 3.Ox 5.0-0.5 Ctr 0.80 Plus 1 BC LL Load Case(s) Plus 1 DL Load Case(s) REVIEWED BY: MiTek Industries, Inc. Membr CSI P Lbs Axl-CSI-sad 6904 Parke East Blvd. ----------Top Chords---------- Tampa, FL 33610 A -N 0.09 326 C 0.00 0.09 N -H 0.37 1898 C 0.14 0.23 REFER TO ONLINE PLUS GENERAL H -B 0.42 2122 C 0.17 0.25 NOTES AND SYMBOLS SHEET FOR B -I 0.52 2104 C 0.19 0.33 ADDITIONAL SPECIFICATIONS. I -C 0.52 2104 C 0.19 0.33 C -J 0.41 1897 C 0.15 0.26 NOTES: J -L 0.23 130 C 0.00 0.23 Trusses Manufactured by- * -D 0.15 87 T 0.02 0.13 MID-FLORIDA LUMBER --------Bottom Chords--------- Analysis Conforms To: A -M 0.59 1806 T 0.19 0.40 FBC2010 M -F 069 2161 T 0.38 0.31 TPI 2007 F -G 0:.64 3.922 T •0.35 0.29 OH Loading G -E 0.59 1724 T 0.32 0.27 Soffit psf 2.0 Online Plusw 00opyright MTek®1996-2014 Version 30.0.033 Ergineering- Portrait 2191201611:30:06 AM Page 1 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 6 tali by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: •15-0 Exposure Category: C Building Type: Part. Enc zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp, force 2122 Lbs Max tens. force 2161 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert. 6634 February 9,2015 Jeb Mark Quan . Type Span P1-H1 Left OH Right OH Enghieering BRIAN-BLACK B4 1 HIPP 350200 6 1- 4- 0 1- 4- 0 T682I103 BLACK RES. 13 CAMPBELL ACRES - HO 1-0-3 I HO 1-0-3 o o w o 0 -W O d' :n 0 0 0 C, N O o O -0 0 0 TC 1 r4 1 N 1 6-6-0 1 13-070 17-7-0 1 22-2-0 1 28-8-0 1 32-6-0 5x8= 1.5x411 5x8= B R C 6 3x5 .�, 3x5 I R 7-6-3 3<-_ 3xM5 3� 03A1JIS JIS 3x4� T 3x1011 D N H F P E G L 1.5x411 3x5= 3x5= 5x6= 3x5= 3x5= 1.5x411 SPL flCant:2- 4- 0 W:800 W:800 R:1477 R:1651 U: 755 U. 973 9t n ALL PLATES ARE MT2020 Scale: 0.171' = 1' MiTekO Online Plus' APPROX. TRUSS WEIGHT: 289.7 LBS Online Plus -- Version 30.0.033 L -D 0.11 194 C 0.00 0.11 Soffit paf 2.0 RUN DATE: 09-FEB-15-------------Webs------------- This truss has been designed N -0 0.02 96 C for 20.0 - ps£ LL on the B.C. Southern Pine lumber design 0 -H 0.14 399 T in areas where a rectangle values are those effective H -I 0.04 149 T 3- 6- 0 tall by 06-01-13 by SPIB//ALSC UON 'I -F 0.62 557 C 2- 0- 0 wide CSI -Size- ----Lumber---- F -S 0.12 406 T will fit between the B.C. TC 0.58 2x 4 SP42 B -P 0.15 178 T and any other member. BC 0.69 2x 4 SP-#2 P -R 0.29 290 C Design checked for 10 paf non- WB 0.62 2x 4 SP-43 P -C 0.29 435 T concurrent LL on BC. SL 0.12 2x 6 SP-#2 E -C 0.05 158 T Wind Loads - ANSI / ASCE 7-10 E -X 0.10 250 T Truss is designed as a Main Brace truss as follows: G -X 0.19 586 C Wind -Force Resistance System O.C. From To G -M 0.53 1463 T - Directional. TC Cont. 0- 0- 0 35- 2- 0 L -M 0.29 1572 C Wind Speed: ISO mph or 42.0" 0- 0- 0 35- 2- 0-----------Sliders------------ Risk Category II BC Cont. 0- 0- 0 35- 2- 0 'A -S 0.12 1719 C Mean Roof Height: 15-0 or 72.0" 0- 0- 0, 35- 2- 0 T -D 0.03 192 T Exposure Category: C Building Type: Part. Enc paf-Ld Dead Live TL Defl -0.24" in H -F L/999 Zone location: Exterior TC 10.0 20.0 LL Defl -0.08" in H -F L/999 TC Dead Load : 6.0 ps£ BC 10.0 0.0 LL Cant 0.01" in L -D L/999 BC Dead Load 6.0 ps£ TC+BC 20.0 20.0 Shear // Grain in S -0 0.43 Max comp. force 2158 Lbs Total 40.0 Spacing 24.0" Max tens. force 2082 Lbs Lumber Duration Factor 1.25 - Plates for each ply each face. Connector Plate Fabrication Plate Duration Factor 1.25 Plate - MT20 20 Ga, Gross Area Tolerance - 20% Fb Fc Ft Emin Plate - MT2H 20 Ga, Gross Area This truss is designed for a TC �1.15 1.10 1.10 1.10 it Type Plt Size X Y JSI creep factor of 1.5 which BC 1.10 1.10 1.10 1.10 A MT20 3.Ox10.0 1.3 0.3 0.81 is used to calculate total S MT20 3.Ox 4.0-0.5-0.2 0.69 load deflection. Total Load Reactions (Lbs) O MT20 3.Ox 5.0 Ctr Ctr 0.36 it Down Uplift Horiz- I MT20 3.Ox 5.0 Ctr Ctr 0.36 A 1478 755 U 227 R IB MT20 S.Ox 8.0 Ctr-0.1 0.76 L 1651 973 U 227 R R MT20 1.Sx 4.0 Ctr Ctr 0.46 C MT20 e.Ox e.o Ctr-o.1 0.70 �,`1111111/j! it Erg Size Required 'R MT20 3.Ox 5.0 Ctr Ctr 0.36 A 8.0" 1.71- MT20 3.Ox 5.0 Ctr Ctr 0.78 ,,� . p PS /•1 A , L 8.0" 1. 9" ,T MT20 3.Ox 4.0 Ctr Ctr 0.17 O\V,•. ' '-II� D MT20 3.Ox10.0-1.5 0.3 O.So `• • \Cj•E NS ••��9 Plus 15 Wind Load Caee(s) N MT20 1.Sx 4.0 Ctr Ctr 0.46 L. .•�j Plus 1 LL Load Case(s) H MT20 3.Ox 5.0 Ctr Ctr 0.33 •• `' ~ . Plus 1 DL Load Case(s) IF MT20 3.Ox 5.0 Ctr Ctr 0.33 39380 I MT20 5.Ox 5.0 Ctr-0.5 0.33 ,*.:• -----Membr CSI P LbsCho Axls---CSI-Bad E MT20 3.Ox 5.0 Ctr Ctr 0. --- --Top Chords---------- G MT20 3.Ox 5.0 Ctr Ctr 0.82 A -S 0.54 382 C 0.00 0.54 L MT20 1.Sx 4.0 Ctr-0.5 0.61 S -0 0.56 1948 C 0.02 0.54 '� "��n.- •fir Z O -I 0.55 2158 C 0.18 0.37 REVIEWED BY: • • I -B 0.56 1�61 C 0.16 0.40 MiTek Industries, Inc. O •• ATE :��: 8 -R 0.28 1599 c 0.16 0.12 6904 Parke East Blvd. t� R -C 0.30 1599 c 0,16 0.14 Tampa, FL 33610 �I •�� �' r, • C -X 0.58 1562 C 0.06 0.52 �I�\�_fl • :•0 R 1 .• �'\::,� X -M 0.46 1371 C 0.11 0.35 REFER TO ONLINE PLUS GENERAL I� V S T -D 0.12 259 T 0.01 0.11 ADDITIONALSSPECIFICATIONSOLS SHEET OR ���, N A, ; ```% --------Bottom Chords --------- A -N 0.69 1740 T 0.28 0.41 NOTES: N -H 0.44 1740 T 0.28 0.16 Trusses Manufactured by: H -F 0.48 2082 T 0.35 0.13 MID-FLORIDA LUMBER FL Cert. 6634 F -P 0.39 1597 T 0.28 0.11 Analysis Conforms To: P -E 0.38 1424 T 0.25 0.13 FBC2010 E -G 0.36 1354 T 0.13 0.23 TPI 2007 G -L 0.18 215 T 0.00 0.18 OH Loading February 9,2015 Online Plus- 0 Copyright MTek91996-2014 Version 30.0.033 Engineering - Portrait 2/91201511:30:11 AM Page 1 sob Mark Quan, Type Span PI -HI Left OH Right OH Engineering BRIAN-BLACK B5 1 HIPP 350200 6 1- 4- 0 1- 4- 0 T6821104 HO 1-0-3 HO 1-0-3 o -0 O :o C: O ri O o C: o C: (V O V V W O C1 W TC 7-6-0 1 15-0-0 1 20-2-0 1 27-8-0 1 32-6-0 1 00,11 M I'i 5x6 -�-_ 5x8= 8 C 6 3x5 3x5,- 3x4 = J 13x4zz� 8-6-3 3x5 -�-, [>;;p 0 N 3x10 11 3x10 II A D M H F 1.5x4 11 3x5= 6x6= fl SPL W:800 R:1507 U: 755 Online Plus -- Version 30.0.033 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.84 2x 4 SP-02 HC 0.74 2x 4 SP-H2 WE 0.58 2x 4 SP-03 SL 0.13 2x 6 SP-02 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 35- 2- BC Cont. 0- 0- 0 35- 2- or 72.0" 0- 0- 0 35- 2- Continuous Lateral Restraint req'd, at mid -point of webs: I -F Attach CLR with (2)-10d nails at each web. Refer to BCSI for diagonal restraint requirements. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.Ou Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Fb Fc Ft Emia TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1507 755 U 262 R K 1692 973 U 262 R Jt Erg Size Required A 8.0° I.S. K 8.0° 1.9" Plus 15 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 BC LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -O 0.60 392 C 0.00 0.60 O -N 0.62 2012 C 0.02 0.60 N -I 0.69 2203 C 0.18 0.51 I -B 0.81 1660 C 0.12 0.69 B -C 0.35 1526 C 0.15 0.20 E G K 3x5= 3x5= 1.5x411 Caat:2- 4- 0 ri W:800 R:1691 U: 973 0 N O Ln :n 35-2-0 rJ ALL PLATES ARE MT2020 MiTek® Online Plus' APPROX C'-J 0.84 1561 C 0.10 0.74 J -L 0.60 155'0 C 0.12 0.48 L -P 0.20 251 T 0.05 0.15 P -D 0.10 58 T 0.01 0.09 --------Bottom Chords --------- A -M 0.74 1825 T 0.29 0.45 M -H 0.47 1825 T 0.18 0.29 H -F 0.54 2139 T 0.36 0.18 F -E 0.46 1421 T 0.26 0.20 E -G 0.46 1535 T 0.15 0.31 G -K 0.26 244 T 0.00 0.26 K -D 0.11 184 C 0.00 0.11 ------------- Webs ------------- M -N 0.03 102 T N -H 0.13 377 T H -I 0.06 198 T I -F 0.29 723 C 1 Br F -B 0.11 375 T F -C 0.20 272 T E -C 0.07 249 T E -J 0.31 213 C G -J 0.19 487 C G -L 0.58 IS70 T K -L 0.30 1606 C ----------- Slide rs------------ A -O 0.13 1778 C P -D 0.02 193 T TL Defl -0.30^ in H -F L/999 LL Defl -0.11- in H -F L/999 LL Cant 0.00°din K -D L/999 Shear // Grain ,in O -N 0.43 i Plates for each,ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2E 20 Ga, Gross Area Jt Type Plt'Size R Y JSI A MT20 3.Oic10 j0 1.5 0.3 0.85 O MT20 3.Ox 4.0-0.5-0.2 0.72 N MT20 3.Ox 5:0 Ctr Ctr 0.36 I MT20 3.Ox 5.0 Ctr Ctr 0.36 B MT20 5.Ox 6.0 0.7-3.1 0.79 C MT20 5.Ox 8:0 Ctr-0.1 0.88 J MT20 3.Ox 5.0 Ctr Ctr 0.36 L MT20 3.Ox SA Ctr Ctr 0.83 P MT20 3.Ox 4.0 Ctr Ctr 0.18 D MT20 3.0x10.0-1.5 0.3 0.50 M MT20 1.5x 4A Ctr Ctr 0.46 H MT20 3.Ox 5 A Ctr Ctr 0.33 F MT20 6.Ox 6.0-0.5 Ctr 0.87 H MT20 3.Ox 5.0 Ctr Ctr 0.33 G MT20 3.Ox 5.,0 Ctr Ctr 0.88 K MT20 1.5x 4.0 Ctr-0.5 0.82 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. TRUSS WEIGHT: 277.6 LBS Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the H.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height. •15-0 Exposure Category: C Building Type: Part. Eno Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load 6.0 psf Max comp. force 2203 Lbs Max tens. force 2139 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Scale: 0.144' = 1' ♦,t1j%J111111!/,ICI ♦�� \ G�E�Ns �e-y A. 0 39380-fir Z a AT E 11-15,0 N A� 0 0% FL Cert. 6634 February 9,2015 ONine Plus^ ®Copyright M7ek(91996-2014Version 30.0.033 Engineering - Porhalt 2/91201511:30:15AM Pagel Job Mark Quan Type Span PI -El Left OH Right OH Engineering MAN --BLACK B6 1 HIPP 350200 , 6 1- 4- 0 1- 4. 1 T6821105 TC ,T 9-6-3 HO 1-0-3 HO 1-0-3 0 0 O rI N fV o V W G G sM 5-8-9 1 11-5-3 1 17-0-0 1-1 23-8-13 1 29-5-7 1 33-9-3 1�^�� 5x5= 5x5= B. C ',3x4, EE 3x10 11 D Z Y E V U M AA 1.5x4 3x5= 5x6= 3x5= 1.5x4 11 2x4\\ 1.5x4// � Cant:2- 4- 0 F W:800 3x5= W:900 R:1538 SPL R:1710 U: 759 U: 969 0 o 0 G u7 (V O o 0 0D CV u1 � th M 35-2-0 ALL PLATES ARE MT2020 Scale: 0,131 ° = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 299.5 LES Online Plus -- Version 30.0.033 BB -CC 0.51 2014 C 0.17 0.34 E MT20 5.Oz 6.0 0.5-0.5 0.88 RUN DATE: 09-FEB-15 CC-B 0.49 1506 C 0.15 0.34 V MT20 3.Ox 5.0 Ctr Ctr 0.33 B -C 0.25 1366 C 0.15 0.10 U MT20 1.5x 4.0 Ctr Ctr 0.46 Southern Pine lumber design C -W 0.46 1526 C 0.15 0.31 M MT20 2.Ox 4.0 Ctr Ctr 0.96 values are those effective W -X 0.46 1734 C 0.15 0.31 06-01-13 by SPIB//ALSC UON X -EE 0.39 261 T 0.06 0.33 REVIEWED BY: CSI -Size- ----Lumber---- BE-D 0.14 355 T 0.07 0.07 MiTek Industries, Inc. TC 0.51 2x 4 SP-#2 --------Bottom Chords--------- 6904 Parke East Blvd. BC 0.94 2x 4 SP-#lD A -AA 0.94 1876 T 0.18 0.76 Tampa, FL 33610 -- 0.57 2x 4 SP-#2 AA-Z 0.55 2200 T 0.23 0.32 E -D Z -Y 0.33 2200 T 0.23 0.10 REFER TO ONLINE PLUS GENERAL WE 0.86 2x 4 SP-0 Y -F 0.33 1918 T 0.20 0.13 NOTES AND SYMBOLS SHEET FOR SL 0.08 2z 6 SP-02 F -H 0.28 1353 T 0.15 0.13 ADDITIONAL SPECIFICATIONS. E -V 0.49 1656 T 0.29 0.20 _ Brace truss as follows: V -U 0.37 1394 T 0.21 0.16 NOTES: O.C. From To U -M 0.48 1394 T 0.21 0.27 Trusses Manufactured by: TC Cont. 0- 0- 0 35- 2- 0 M -D 0.57 214 C 0.00 0.57 MID-FLORIDA LUMBER or 42.0- 0- 0- 0 35- 2- 0 -------------Webs------------- Analysis Conforms To: BC Cont. 0- 0- 0 35- 2- 0 AA -BB 0.21 499 C FBC2010 or 72.0" 0- 0- 0 35- 2- 0 Z -BB 0.08 256 T TPI 2007 Continuous Lateral Restraint BB-Y 0.28 331 C OR Loading req'd at mid -point of webs: Y -CC 0.11 .369 T Soffit psf 2.0 CC-F E -W CC-F 0.32 850 C 1 Br This trues has been designed Attach CLR with (2)-10d nails F -B 0.46 534 T for 20.0 psf LL on the B.C. at each web. E -C 0.37 457 T in areas where a rectangle Refer to SCSI for diagonal E -W 0.18 490 C 1 Br 3- 6- 0 tall by restraint requirements. V -W 0.04 130 T 2- 0- 0 wide V -X 0.16 421 T will fit between the H.C. psf-Ld Dead Live U -8 0.05 161 T and any other member. TC 10.0 20.0 X -M 0.86, 1960 C Design checked for 10 psf non - BC 10.0 0.0 -----------Sliders------------ concurrent LL on BC. TC+BC 20.0 20.0 A -DD 0.08 1196 C Wind Loads - ANSI / ASCE 7-10 Total 40.0 Spacing 24.0° BE-D 0.02 320 C Truss is designed as a Main Lumber Duration Factor 1.25 Wind -Force Resistance System Plate Duration Factor 1.25 TL Defl -0.28° in Y -F L/999 - Directional. Fb Pc Ft Emin LL Defl -0.12° in Y -F L/999 Wind Speed: 150 mph TC 1.15 1.10 1.10 1.10 LL Cant -0.02u in M -D L/999 Risk Category II BC 1.10 1.10 1.10 1.10 Shear // Grain in A -AA 0.46 Mean Roof Height: 15-0 Exposure Category: C Total Load Reactions (Lbs) Plates for each ply each face. Building Type: Part. Enc Jt Down Uplift Horiz- Plate - MT20 20 Ga, Gross Area Zone location: Exterior A 1538 759 U 298 R Plate - MT29 20 Ga, Gross Area TC Dead Load : 6.0 psf M 1711 969 U 298 R Jt Type Plt Size X Y JSI BC Dead Load 1 6.0 psf A MT20 3.0x10.10 1.5 0.3 0.86 Max comp. force 2014 Lbs Jt erg Size Required DD MT20 3.Ox 4.10 Ctr Ctr 0.69 Max tens. force 2200 Lbs A 8.0^ 1.6" BE MT20 S.Ox 8.,0-0.2 0.5 0.52 Connector Plate Fabrication M 8.0" 1.9" CC MT20 3.Ox 5.0 Ctr Ctr 0.36 Tolerance - 20% B MT20 5.0x 5.0 Ctr-0.2 0.55 This truss is designed for a Plus 15 Wind Load Case(s) C MT20 5.Ox 5.0 Ctr-0.2 0.63 creep factor of 1.5 which Plus 1 LL Load Case(s) W MT20 3.Ox 5.'0 Ctr Ctr 0.36 is used to calculate total Plus 1 BC LL Load Case(s) X MT20 5.0x 8.0 0.7 0.3 0.98 load deflection. Plus 1 DL Load Case(s) HE MT20 3.Ox 4.0 Ctr Ctr 0.19 D MT20 3.Ox10.0-1.5 0.3 0.50 Membr CSI P Lbs Axl-CSI-Bnd AA MT20 1.5x 4.0 Ctr Ctr 0.38 ----------Top Chords---------- Z MT20 1.5x 4.0 Ctr Ctr 0.46 A -DD 0.46 880 C 0.00 0.46 Y MT20 3.Ox 5.0 Ctr Ctr 0.33 DD-BB 0.48 1921 C 0.02 0.46 F MT20 3.Ox 5.0 Ctr Ctr 0.33 Online PlusTM m Copydght MTeke 199E 2014 Version 30.0.033 Engineering-.Ponrelt 2/9/201511:30:19 AM Page 1 FL Cert. 6634 February 9,2015 Job Mark Quan Type Span PI -HI Left OR Right OR Engineering BRIAN-BLACK B% 1 TR 321000 6 1- 4- 0 0 T6821106 BLACK RES. 13 CAMPBELL.ACRES HO 1-0-3 HO 2-2-3 o � o r+ sIr sN TCj- 1 5-10-5 1 11-8-11 ( 17-7-0 1 23-5-5 I 29-3-11 1 32-10-0 5x5= B 3x5 , 3x5, H T 6 9-9-11 5x6_ 3x5 SPL G J 1.5x4 I I 3x4 R 3x12 11 M A L fl F E D 4x5 = W: 800 3x5= 5x8= 3x5= W: 800 R:1577 SPL R:1556 U: 770 U: 740 U- 9-8 - - - - - - 32-10-0 ALL PLATES ARE MT2020 Scale: 0.188' = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 244.5 LBS Online Plus -- Version 30.0.033 �H -B 053 1567 C 0is 0.38 RUN DATE: 09-FEB-15 B -I 0:49 1581 C 0:15 0.34 I -J 049 1787 C 0.15 0.34 Southern Pine lumber design J -K 0:24 104 T 0.01 0:23 values are those effective --------Bottom Chords--------- 06-01-13 by SPIB//ALSC UON A -F 0.84 2212 T 0.26 0.58 CSI -Size- ----Lumber---- F -E 0.73 1919 T 0.23 0.50 TC 0.86 2x 4 SP-#il E -D 0.95 1713 T 0.31 0.64 -- 0.62 2x 4 SP42 D -L 0.60 1527 T 0.25 0.35 G -B B -K ------------- Webs ------------- SC 0.95 2x 4 SP-#)2 G -F 0.09 282 T -- 0.84 2x 4 SP-#1 F -H 0.11 375�T A -E H -E 0.31 793 C 1 Br WB 0.96 2x 4 SP-03 E -B 0.96 1050 T SL 0.16 2x 6 SP-02 E -I 0.19 492 C 1 Br I -D 0.10 104 T Brace truss as follows: D -J 0.14 412 T O.C. From To J -L 0.85 1899 C TC Cont. 0- 0- 0 32-10- 0 L -K 0.05 125 C WindLd or 36.0" 0- 0- 0 32-10- 0 ----------- Sliders ------------ BC Cont. 0- 0- 0 32-10- 0 A -M 0.16 2121 C or 78.0" 0- 0- 0 32-10- 0 Continuous Lateral Restraint '.TL Defl -0.50" in F -E L/750 req'd at mid -point of webs: LL Defl -0.24" in F -E L/999 H -E E -I ,Shear // Grain in A -M 0.64 Attach CLR with (2)-10d nails at each web- •Plates for each ply each face. Refer to BCSI for diagonal Plate - MT20 20 Ga, Gross Area restraint requirements. Plate - MT2H 20 Ga, Gross Area lTt Type Pit Size X Y JSI psf-Ld Dead Live A MT20 3.Ox12.0 1.5 0:3 0.80 TO 10.0 20.0 M MT20 3.Ox 4.0-0.5-0.2 0.86 BC 10.0 0.0 G MT20 5.Ox 6.0-0.2 0.5 0.52 TC+BC 20.0 20.0 H MT20 3.Ox 5.0 Ctr Ctr 0.33 Total 40.0 Spacing 24.0" H MT20 S.Ox 5.0 Ctr Ctr 0.62 Lumber Duration Factor 1.25 ,I MT20 3.Ox 5.0 Ctr Ctr 0.33 Plate Duration Factor 1.25 J MT20 3.0x 5.0 0.4-0.2 0.81 Fb Fc Ft Emin K MT20 1.5x 4.0 Ctr Ctr 0.39 TC 1.15 1.10 1.10 1.10 P MT20 3.Ox 5.0 Ctr Ctr 0.34 BC 1.10 1.10 1.10 1.10 E MT20 S.Ox 8.0 Ctr-0.5 0.84 D MT20 3.Ox 5.0 Ctr Ctr 0.34 Total Load Reactions (Lbs) L MT20 4.Ox 5.0 Ctr Ctr 0.67 it Down Uplift Horiz- A 1577 771 U 289 R REVIEWED BY: L 1556 740 U 369 R MiTek Industries, Inc. 16904 Parke East Blvd. it Brg Size Required Tampa, FL 33610 A 8.0" 1.9', L 8.0'. 1.8" REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR Plus 15 Wind Load Case(s) ADDITIONAL SPECIFICATIONS. Plus 1 LL Load Case(s) Plus 1 BC LL Load Case(s) NOTES: Plus 1 DL Load Case(s) Trusses Manufactured by: MID-FLORIDA LUMBER Membr CSI P Lbs Axl-CSI-Bnd Analysis Conforms To: ----------Top Chords---------- FBC2010 A -M 0.83 512 C 0.00 0.83 TPI 2007 M -G 0.86 2349 C 0.03 0.83 OR Loading G -H 0.62 2182 C 0.06 0.56 Soffit psf 2.0 Online PlusTM ®Copyright MTek®1996.2014 Version 30.0.033 Ertgineering - Portrait 2/9/2015 11:30.22 AM Page 1 This truss has been designed for 20.0 psi LL on the H.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: •15-0 Exposure Category: C Building Type: Part. Eno Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 2349 Lbs' Max tens. force 2212 Lbs Connector Plate Fabrication Tolerance o 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert. 6634 February 9,2015 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering BRIAN-BLACK B8 1 TR 321000 6 1- 4- 0 0 T6821107 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 HO 2-2-3 ' o � o �q .r w TCj 1 -4 5-10-5 1 11-8-11 1 17-7-0 23-5-5 1 29-3-11 1 32-10-0 5x5= B 3x5 .:,, 3x5 H I 6 _ 5x6.::;. 3x5 9-8-7 SPL G J 1.5x4II 3x4 _ g 3x12 11 M A L F E D 4x5= W: 800 3x5= 5x8= 3x5= W: 800 R:1577 SPL R:1556 U: 770 U: 740 a21n n ALL PLATES ARE 1AT2020 Scale; 0.189' = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 244.3 LBS Online Plus -- Version 30.0.033 H -B 0.53 1567 C 0.15 0.38 RUN DATE: 09-FEB-15 'B -I 0.49 1581 C 0.15 0.34 I -J 0.49 1787 C 0.15 0.34 Southern Pine lumber design J -X 0.24 104 T 0.01 0.23 values are those affective --------Bottom Chords--------- 06-01-13 by SPIN//ALSC VON ,A -F 0.84 2212 T 0.26 0.58 CSI -Size- ----Lumber---- P -8 0.73 1919 T 0.23 0.50 TC 0.86 2x 4 SP-'kl E -D 0.95 1713 T 0.31 0.64 -- 0.62 2x 4 SP42 D -L 0.60 1527 T 0.25 0.35 G -B B -X ------------- Webs ------------- BC 0.95 2x 4 SP42 G -F 0.09 282 T -- 0.84 2x 4 SP-#1 P -H 0.11 375 T A -E H -E 0.31 793 C 1 Br WB 0.96 2x 4 SP43 E -B 0.96 1050 T SL 0.16 2x 6 SP-*2 E -I 0.19 492 C 1 Br ,I -D 0.10 104 T Brace truss as follows: D -J 0.14 412 T O.C. From To J -L 0.85 1899 C TC Cont. 0- 0- 0 32-10- 0 L -K 0:05 125 C WindLd or 36.0" 0- 0- 0 32-10- 0 ----------- Sliders ------------ BC Cont. 0- 0- 0 32-10- 0 ,A -M 0.16 2121 C or 78.0" 0- 0- 0 32-10- 0 Continuous Lateral Restraint TL Defl -0.50" in F -E L/750 req'd at mid -point of webs: LL Defl-0.24"}in P -E L/999 H -E E -I Shear // Grain 'in A -M 0.64 Attach CLR with (2)-10d nails at each web. Plates for each ply each face. Refer to SCSI for diagonal 'Plate - MT20 20 Ga, Gross Area restraint requirements. Plate - MT2H 20 Ga, Gross Area .Jt Type Plt Size X Y JSI psf-Ld Dead Live 'A MT20 3.Oxl2.0 1.5 0.3 0.80 TC 10.0 20.0 'M MT20 3.Ox 4.0-0.5-0.2 0.86 BC 10.0 0.0 G MT20 5.Ox 6.0-0.2 0.5 0.52 TC+BC 20.0 20.0 H MT20 3.Ox 5.0 Ctr Ctr 0.33 Total 40.0 Spacing 24.0" B MT20 5.0x 5.0 Ctr Ctr 0.62 Lumber Duration Factor 1.25 I MT20 3.Ox 5.0 Ctr Ctr 0.33 Plate Duration Factor 1.25 J MT20 3.Ox 5.0 0.4-0.2 0.81 Fb 8c Ft Emin K MT20 1.5x 4.0 Ctr Ctr 0.39 TC 1.15 1.10 1.10 1.10 IF MT20 3.Ox 5.0 Ctr Ctr 0.34 BC 1.10 1.10 1.10 1.10 iE MT20 5.Ox 8.0 Ctr-0.5 0.84 -D MT20 3.Ox 5.0 Ctr Ctr 0.34 Total Load Reactions (Lbs) L MT20 4.Ox 5.0 Ctr Ctr 0.67 it Down Uplift Horiz- A 1577 771 U 289 R REVIEWED BY: L 1556 740 U 369 R MiTek Industries, Inc. 6904 Parke East Blvd. it Brg Size Required Tampa, FL .33610 A 8.0" 1.9', L 8.0-1 1.8" REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR Plus 15 Wind Load Case(s) ADDITIONAL SPECIFICATIONS. Plus 1 LL Load Case(s) Plus 1 BC LL Load Case(s) NOTES: Plus 1 DL Load Case(s) Trusses Manufactured by: MID-FLORIDA LUMBER Membr CSI P Lbs Axl-CSI-Bnd Analysis Conforms To: ----------Top Chords---------- FBC2010 A -M 0.83 512 C 0.00 0.83 TPI 2007 M -G 0.86 2349 C 0.03 0.83 OH Loading G -H 0.62 2182 C 0.06 0.56 Soffit psf 2.0 Online Plus- 0 Copyright MTek(b 1996-2014 Version 30.0.033 Engineering - Portrait 2/9/2015 11:30;26 AM Page 1 . This truss has been designed for 20.0 psf LL on the H.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCB 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: •15-0 Exposure Category: C Building Type: Part. Eno Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 2349 Lbs Max tens. force 2212 Lbs Connector Plate Fabrication Tolerance m 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. ,ENS*-..:9A�. 6 9 8 0 %! AT E 411 00 I ON A 111111.1101 FL Cert. 6634 February 9,2015 sob Mark Quan' Type Span PI -HI Left OH Right OH Engineering BRIAN-BLACK B9 1 HIPP 321000 6 1- 4- 0 0 T6821108 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 HO 2-2-3 o � o rl 0 0 TCI- 1 I 5-1-8 1 10-3-0 15-4-8 1 19-9-8 1 24-11-0 1 30-0-8 132-10-0 5x8= 5x5= B C 3x5 -:�, 3x5, 6 K 1.5x4 \\ 3x5 8-8-7 I L 1.5x4 II 3x4 .:r- M 3x12 11 O A N H F E G 4x5= W:800 3x5= 3x5= 5x6= 3x5= W:800 R:1583 SPL R:1561 U: 770 U: 740 J 32-10-0 ALL PLATES ARE MT2020 Scale: 0.189' = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 263.7 LBS Online Plus -- Version 30.0.033 C -K 0.42 1659 C 0.15 0.27 OH Loading RUN DATE: 09-FEB-15 K -L 041 1730 C 0.14 0 L -M 0..18 91 T 0.00 0..27 Soffit paf 2.0 18 This truss has been designed Southern Pine lumber design --------Bottom Chords--------- for 20.0 pef LL on the B.C. values are those effective A -H 0.98 2171 T 0.34 0.64 in areas where a rectangle 06-01-13 by SPIB//ALSC UON H -F 0.82 2009 T 0.33 0.49 3- 6- 0 tall by CSI -Size- ----Lumber---- IF -E 0.57 1564 T 0.27 0.30 2- 0- 0 wide TC 0.84 2x 4 SP-#I E -G 0.73 1712 T 0.31 0.42 will fit between the B.C. -- 0.42 2x 4 SP-#2 G -N 0.52 1364 T 0.22 0.30 and any other member. B -C C -M ------Webs------------- Design checked for 10 psf non - BC 0.98 2x 4 SP-#2D I -H 0.06 212 T concurrent LL on BC. -- 0.73 2x 4 SP-N2 H -J 0.08 253 T Wind Loads - ANSI / ASCE 7-10 E -N J -F 0.76 6S1 C Truss is designed as a Main - WB 0.76 2x 4 SP43 F -B 0.35 691 T Wind -Force Resistance System SL 0.16 2x 6 SP-02 B -E 0.11 251 C 1 Br - Directional. E -C 0.24 454 T Wind Speed: ISO mph Brace truss as follows: E -K 0.37 317 C Risk Category II O.C. From To ,K -G 0.18 235 C Mean Roof Height: •15-0 TC Cont. 0- 0- 0 32-10- 0 G -L 0.19 536 T Exposure Category: C or 36.0" 0- 0- 0 32-10- 0 'L -N 0.60 1645 C Building Type: Part. Eno BC Cont. 0- 0- 0 32-30- 0 N -M 0.05 96 C WindLd Zone location: Exterior or 78. 0" 0- 0- 0 32-30- 0 _----------- Sliders ------------ TC Dead Load 6.0 psf Continuous Lateral Restraint A -O 0.16 21SS C BC Dead Load 6.0 pef req'd at mid -point of webs: Max comp. force 2352 Lba B -E TL Defl -0.46" in H -F L/823 Max tens. force 2171 Lbs Attach CLR with (2)-10d nails LL 111 -0.21" in H -F L/999 Connector Plate Fabrication at each web. Shear // Grain in A -0 0.63 Tolerance - 20% Refer to BCSI for diagonal This truss is designed for a restraint requirements. Plates for each ply each face. creep factor of 1.5 which Plate - MT20 20 Ga, Gross Area is used to calculate total paf-Ld Dead Live Plate - MT2H 20 Ga, Gross Area load deflection. TC 10.0 20.0 Jt Type Pit Size X Y JSI BC 10.0 0.0 'A MT20 3.Ox12.0 1.5 0.3 0.80 TC+BC 20.0 20.0 0 MT20 3.Ox 4.0-0.5-0.2 0.87 Total 40.0 Spacing 24.0" I MT20 1.5x 4.0 Ctr Ctr 0.43 Plater Duration Factor 1.25 Duration Factor 1.25 T MT20 3.Ox S.0 Ctr r 0.33 8 MT20 S.Ox 8.0 Ctr-Otl 0.65 Fb Fc Ft Emin C MT20 S.Ox 5.0 Ctr-0.2 0.60 AAl� o V TC 1.15 1.10 1.10 1.10 K MT20 3.Ox 5.0 Ctr Ctr 0.33 ��` �O• ••� G•E :V V •� ,�I BC 1.10 1.10 1.10 1.10 L MT20 3.Ox 5.0 Ctr Ctr 0.90 /< , •� -• M MT20 1.Sx 4.0 Ctr Ctr 0.38 ,_..�'r� Total Load Reactions (Lbs) H MT20 3.Ox 5.0 Ctr Ctr 0.34 ,O 3938 Jt Down Uplift Horiz- F MT20 3.Ox 5.0 Ctr Ctr 0.41 A 1583 771 U 251 R E MT20 S.Ox 6.0 Ctr-0.5 0.78 •, N 1562 740 U 331 R G MT20 3.Ox 5.0 Ctr Ctr 0.34 ry N MT20 4.Ox 5.0 Ctr Ctr 0.62 Jt Brg Size Required + A 8 .0', 1. 6'. REVIEWED BY: O .� ATE N 8.0" 1. 8" MiTek Industries, Inc. 6904 Parke East Blvd. i� �• ,A' Plus 15 Wind Load Case(s) Tampa, FL 33610 .��'� •• L) R1 Q• rw�,,� Plus 1 LL Load Case(s) Plus 1 BC LL Load Case(s) REFER TO ONLINE PLUS GENERAL �I ��J •••��•, • �" % Plus 1 DL Load Case(s) NOTES AND SYMBOLS SHEET FOR ,/// �O AADDITIO� S. Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- NOTES: ,,} A -0 0.81 415 C 0.00 0.81 Trusses Manufactured by: FL Cert. 6634 O -I 0.84 2352 C 0.03 0.81 MID-FLORIDA LUMBER I -J 0.48 2230 C 0.04 0.44 Analysis Conforms To: J -B 0.32 1755 C 0.10 0.22 FBC2010 B -C 0.26 1512 C 0.15 0.11 TPI 2007 February 9,2015 Online Plus^' 0 Copyright M7eIc®1998-2014 Version 30.0.033 Engineering - Pwtrett 2/912015 71:30:30 AM Page 1 Job Mark Quan Type Span P1-H1 Left OR Right OR Engineering BRIAN--BLACK CI 1 SP 421000 6 0 1- 4- 0 T6821109 ZL6, �l. i.J l.Li\•lt rJ C,LL AVLCG,I, I HO 1-0-3 HO 1-0-3 O O N O d O O ID O O ri e-I O l0 O O W 'i r1 O r1 W O O\ t/1 tv N O TC - 14-6-131 9-1-9 1 13-8-6 1 18-4-6 1 i 1 24-0-8 1 28-2-0 1 32-8-4 1 fO 1 M 1 41-5-3 1 'W 1H - 5x5= D 5x8� 5x6= 6 Q 6 T S CNF* 6� 3x5, 8-7-11 S 1.5x4 5x8�3x5� U F 3x5 4x4, 8-OJ V 8-OJ Z3x4 R AA 78-0I 3x1211 6 4x12II A G 1:66 H Q P OSPL N W M M I, F1 W:800 1.5x411 3x5- 5x6- 4x8- 4x8- 3x5- W:" 5x5- W:800 R:1400 RMU -_ R: 400 U: 678 U:1�98 L 3x5= Uf 218 3x511 - - - o - - C: Cr cc Ut o Cr to n M M 42-10-0 ALL PLATES ARE MT2020 +LOAD ASSIST USED TO CALCULATE LOADS+ Scale: 0.131' = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 375.4 LBS Online Plus -- Version 30.0.033 Plates for each ply each face. Building Type: Part. Eno RUN DATE: 09-FEB-15 Plus 15 Wind Load Case(e) Plate - MT20 20 Ga, Gross Area Zone location: Exterior Plus 1 LL Load Cases) Plate - M12H 20 Ga, Grose Area TC Dead Load 6.0 psf Southern Pine lumber design Plus 1 DL Load Case(.) Jt Type Pit Size X Y JSI BC Dead Load 6.0 psf values are those effective A MT20 3.Ox120 1.5 0.3 067 Max comp. force 3233 Lbs 06-01-13 by SPIB//ALSC UON Membr CHI P Lbs Axl-CSI-Had Z MT20 3.Ox 4..0 Ctr Ctr 0..65 Max teas. force 1873 Lbs CSI -Size- ----Lumber--------------Top Chords---------- R MT20 3.Ox 5.0 Ctr Ctr 0.36 Connector Plate Fabrication TC 0.85 2x 4 SP-02 A -Z 0.82 529 C 0.00 0.82 S MT20 3.Ox 5.0 Ctr Ctr 0.36 Tolerance - 20% BC 0.81 2x 4 SP-#1 Z -R 0.85 1980 C 0.03 0.82 B MT20 5.0x 8.0 1.3-3.4 0.50 This truss is designed for a -- 0.53 2x 4 SP-#2 R -S 0.50 1888 C 0.04 0.46 C MT20 S.Ox 6.0 Ctr Ctr 0.46 creep factor of 1.5 which O -K Or - I I -G S -B 0.42 15SO C 0.16 0.26 D MT20 5.0x 5.0 Ctr Ctr 0.59 is used to calculate total CW 0.60 2x 4 SP-#3 B -C 0.31 1335 C 0.15 0.16 Y MT20 1.5x 4.0 Ctr Ctr 0.37 load deflection. WB• 0.89 2x 4 SP-#3 C -D 0.23 1466 C 0.17 0.06 E MT20 6.Ox 8.0 1.0 Ctr 0.97 SL 0.11 2x 6 Sp-#2 D -Y 032 1225 C 015 017 U MT20 1.5x 40 Ctr Ctr 050 -- 0.01 2x 8 SP-#1 Y -E 0..30 1185 C 0..13 0..17 F MT20 5.0x 8..0-1.3-3.4 0..75 AA-G E -U 0.68 1060 T 0.22 0.46 V MT20 3.Ox 5.0 Ctr Ctr 0.36 U -F 0.68 1064 T 0.22 0.46 AA MT20 4.Ox 4.0 0.4-0.2 0.16 Brace truss as follows: F -V 0.25 167 T 0.00 0.25 G MT20 4.Ox12.0-2.0 0.6 0.39 O.C. From To V -AA 0.25 278 C 0.00 0.25 Q MT20 1.Sx 4.0 Ctr Ctr 0.46 TC Cont. 0- 0- 0 42-10- 0 AA-G 0.07 168 C 0.00 0.07 P MT20 3.Ox 5.0 Ctr Ctr 0.33 or 36.0° 0- 0- 0 42-10- 0--------Bottom Chords--------- O MT20 5.Ox 6.0-0.5-0.5 0.56 BC Cont. 0- 0- 0 42-10- 0 A -Q 0.81 1873 T 0.22 0.59 N MT20 4.Ox 8.0 Ctr Ctr 0.59 or 72.0° 0- 0- 0 42-10- 0 Q -P 0.43 1873 T 0.22 0.21 W MT20 4.Ox 8.0 Ctr Ctr 0.35 Continuous Lateral Restraint P -O 0.33 1917 T 0.23 0.10 M MT20 3.Ox 5.0 1.2 Ctr 0.53 req'd at mid -point of web.: O -N 0.48 1414 T 0.27 0.21 K MT20 3.Ox 5.0 Ctr Ctr 0.81 B -N D -W E -J N -W 0.53 1118 T 0.23 0.30 J MT20 12.Ox12.0 Ctr 4.2 0.77 Attach CLR with (2)-10d nails W -M 0.30 607 T 0.11 0.19 L MT20 3.Ox 5.0 Ctr Ctr 0.33 at each web. M -K 0.14 ill C 0.00 0.14 I MT20 5.0x 5.0 Ctr-0.9 0.46 Refer to BCSI for diagonal J -L 0.18 191 T 0.00 0.18 restraint requirements. L -I 0.10 431 T 0.07 0.03 REVIEWED BY: I -G 0.18 437 T 0.07 0.11 MiTek Industries, Inc. pef-Ld Dead Live----------Chord-Weba---------- 6904 Parke East Blvd. TC 10.0 20.0 K -J 0.60 3233 C 0.27 0.33 Tampa, FL 33610 BC 10.0 0.0 J -U 0.14 543 C 0.12 0.02 TC+BC 20.0 20.0-------------Webs------------- REFER TO ONLINE PLUS GENERAL ,4�1� Total 40.0 Spacing 24.0° Q -R 0.03 123 T NOTES AND SYMBOLS SHEET FOR An CJ' A Lumber Duration Factor 1.25 R -P 0.06 109 C ADDITIONAL SPECIFICATIONS. ,�� \ '� .. Plate Duration Factor 1.25 P -H 0.07 223 T � • !� Fb Pc Ft Emin S -O 0.55 595 C NOTES: `� �•�•••� G E N ,9 •• ,�A TC 1.00 1.00 1.00 1.00 O -B 0.23 504 T Trusses Manufactured by: ♦ BC 1.00 1.00 1.00 1.00 B -N 0.07 193 C 1 Br MID-FLORIDA LUMBER N -C 0.89 807, C Analysis Conforms To: 39380 Total Load Reaction. (Lbs) N -D 0.80 1124 T FBC2010 ft * • a/ Jt Down Uplift Horiz- D -W 0.08 190 C 1 Er TPI 2007 A 1400 679 U 273 R W -Y 0.26 343 C OR Loading K 3273 1598 U W -E 0.25 725 T Soffit psf 2.0 G 400 219 U 272 R M -E 0.03 121 T This truss has been designed-• �;:9 •� r M -J 0.23 719 T for 20.0 psf LL on the B.C. .0 r Jt Brg Size Required E -J 0.43 1986 C 1 Br in areas where a rectangle 0 ATE .•(/� e A 8.0° 1.7° J -F 0.66 1664, C 3- 6- 0 tall by .0 Q •� v K 8.0° 3.7° L -F 0.18 589 T 2- 0- 0 wide .0��%�•;C� R �P,•• G 8.0• 1.5° L -V 0.10 484' C will fit between the B.C. S � ,•° �� ,� I -V 0.05 161 T and any other member. 0, V (1 ••••! , LC# 1 HCLS Loading ----------- ••• Sliders------------ Design checked for 10 pe£ non- �" v �O n' A p £ gcDead Live- From To To1.25 AA-G 0.01 1307' C WindaLoads - ANSIa/HCSCE 7-10 ����II"""+,�,� TC V 20 40 0.0' 42.8. Truss is designed as a Main ' BC V 20 0 0.0' 42.8TL Defl -0.28° in Q -P L/999 Wind -Force Resistance System BC V 0 40 1' 9.2' 22.0' LL Defl -0.11° in Q -P L/999 - Directional. TC V 70 140 33.8' CL-LB Hz Disp LL DL TL Wind Speed. 150 mph FL Cert. 6634 TC V 168 336 35.8' CL-LB Jt K 0.04° 0.04° 0.07° Risk Category II BC V '70 0 33.8' CL-LB Shear // Grain in A -Z 0.42 Mean Roof Height: .15-0 BC V 168 0 35.8- CL-LB Exposure Category: C February 9,2015 Online Plus° ®Copyright M(rek(D 1996-2014 Version 30.0.033 Engineering - Portrait 2/9/2015 11:30:34 AM Page 1 Job BRIAN-BLACK Mark C2 Quan Type Span P1-H1 Left OH Right OH 1 SP 421000 6 0 1- 4- 0 Engineering T6821110 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 TCJ 5-2-4 e 0 c0 o 1 10-6-4 111 16-4-6 11911001 26-2-0 HO 1-0-3 o 0 0 00 0 0 0 ra r-t .n 1 32-7-4 11111370612 141-5-9 1w 6x6 = 5x5= D 1 3x5�5x8� 1.5x411 6 6 2x411 8-7-11 Z_ B C 6x8- U5x8; 6 E F 3x5 It 3x5-- 4x4_1 7>3i AA Y BB Q 6 5x8 !:�_ 4x10 I I W G 1 R HI v A Z N 3x5- L X Q J I 2x411 5x8= 6x8= 1.5x411 4x8= 3x5= 10x12= 6x811 O M K 1. 5x4 11 5x10 = 3x4 11 �1 HGR W:80(P W:i800 R:1373 R:23435 - R: 167 U: 679 U:1261 U: 109 -4 1 10-9-0 1 CV O - -3.2 1 32-10-0U O I djZ-.LU-U O r1 OD O � m ,-1 m 42-10-0 EJ Online Plus -- Version 30.0.033 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.61 2x 4 SP-#2 BC 0.49 2x 4 SP-#2 -- 0.12 2x 8 SP-#1 I -G CW 0.84 2x 4 SP-#3 -- 0.16 2x 6 SP-#2 K -U WB 0.60 2x 4 SP-#3 -- 0.08 2x 6 SP-112 A -W SL 0.01 2x 8 SP-#1 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 42-10- 0 or 42.0" 0- 0- 0 42-10- 0 BC Coat. 0- 0- 0 42-10- 0 or 72.0" 0- 0- 0 42-10- 0 Continuous Lateral Restraint req'd at mid -point of webs: M -D R -D E -J Attach CLR with (2)-10d nails at each web. Refer to BCSI for diagonal restraint requirements. psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Fb Fc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 1373 679 U 316 R K 2374 1262 U G 168 110 U 264 R it Erg Size Required A 3.5" 1.6. K S.D. 2.7" G 8.0• 1.5. Plus 15 Wind Load Cases) Plus 1 LL Load Case(s) ALL PLATES ARE MT2020 MiTek® Online Plus' APPROX Plus 1 DL Load'Case(s) Membr CSI P Lbe Axl-CSI-Had ----------Top Chords ---------- W -AA 0.47 1945 C 0.16 0.31 AA-T 0.47 1903. C 0.16 0.31 T -B 0.33 1820 C 0.17 0.16 B -C 0.34 1653 C 0.16 0.18 C -D 0.40 1916 C 0.20 0.20 D -E 0.54 1215 C 0.02 0.52 E -U 0.61 783 T 0.14 0.47 U -F 0.60 775 T 0.14 0.46 F -V 0.35 705 T 0.10 0.25 V -BB 0.29 354 T 0.06 0.23 --------Bottom Chords --------- A -Z 0.19 291 T 0.00 0.19 Z -O 0.22 222 T 0.02 0.20 N -R 0.49 1785 T 0.30 0.19 R -M 0.36 1684 T 0.28 0.08 L -X 0.17 106 T 0.00 0.17 K -Q 0.37 864 T 0.10 0.27 Q -K 0.28 13 T 0.00 0.28 J -P 0.10 668 C 0.07 0'.03 P -I 0.08 318 T 0.00 0.08 I -G 0.12 316 T 0.00 0.12 ---------- Chord -webs ---------- O -N 0.58 84 T 0.01 0.57 N -T 0.14 214 T 0.05 0.09 L -M 0.30 48 T 0.00 0.30 M -C 0.94 1108 C 0.60 0.24 C -C 0.22 590 C 0.09 0.13 K -J 0.16 2323 C 0.16 0.00 J -U 0.05 522 C 0.01 0.04 ------------- Web s------------- A -W 0.08 1328 C WindLd W -Z 0.59 1729 T Z -AA 0.09 374 C Z -N 0.52 1715 T AA-N 0.11 174 C T -R 0.22 380 C R -B 0.19 565 T B -M 0.08 125 T M -D 0.45 1478 T 1 Br M -X 0.33 979 T X -D 0.08 223 C 1 Br X -E 0.08 272 T Q -E 0.07 225 T Q -J 0.30 859 T E -J 0.60 1948 C 1 Br J -F 0.26 649 C P -F 0.11 371 T P -V 0.25 608 C I -V 0.06 1891 T ----------- Sliders ------------ BB-G 0.01 173 C TL Defl -0.26° in C -C L/999 TRUSS WEIGHT: 412.2 LBS LL De£1 -0.11° in C -C L/999 Hz Disp LL DL TL it K 0.04° 0.04° 0.08" Shear // Grain in U -F 0.31 Plates for each ply each face. Plate - MT20 20 Ga, Grose Area Plate - MT211 20 as, Gross Area it Type Plt Size X Y JSI W MT20 S.Ox 8.0 Ctr Ctr 0.72 AA MT20 3.Ox 5.0 Ctr Ctr 0.36 T MT20 3.Ox 5.0 Ctr Ctr 0.36 B MT20 S.Ox 9.0 1.3-3.4 0.65 C MT20 1.5x 4.0 Ctr Ctr 0.39 C MT20 5.0x 5.0 Ctr-0.8 0.37 D MT20 6.0x 6.0 Ctr-0.6 0.98 B MT20 6.Ox 8.0 1.0 Ctr 0.94 U MT20 2.0x 4.0 Ctr Ctr 0.34 F MT20 5.0x 8.0-1.3-3.4 0.54 V MT20 3.Ox 5.0 Ctr Ctr 0.36 BB MT20 4.0x 4.0 0.4-0.2 0.16 G MT20 4.Ox10.0-2.0-0.1 0.76 A MT20 2.Ox 4.0 Ctr 0.5 0.74 Z MT20 5.0x 8.0 Ctr Ctr 0.83 O MT20 1.5x 4.0 Ctr Ctr 0.77 N MT20 6.Ox 8.0 Ctr 1.1 0.84 R MT20 3.Ox 5.0 Ctr Ctr 0.34 M MT20 S.0x10.0 Ctr 0.8 0.81 L MT20 1.5x 4.0 Ctr Ctr 0.77 X MT20 4.Ox 8.0 Ctr Ctr 0.58 Q MT20 3.Ox 5.0 1.2 Ctr 0.69 K MT20 3.Ox 4.0 Ctr Ctr 0.97 J MT20 10.0x12.0 Ctr 3.2 0.70 P MT20 3.Ox 5.0 Ctr Ctr 0.33 I MT20 6.Ox 8.0 Ctr 1.0 0.39 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 OR Loading' Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.0 in areas where a rectangle 3- 6- 0 tall by Scale: 0.119 - 1' 2- 0- 0 wide will fit between the H.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCH 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Eno Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 2323 Lbs Max tens. force 1785 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. O�Ps I E'EN s. o. No 39380 ,. r r �4 AT • �(/ 0 N A� � `%% 11111111 FL Cert. 6634 February 9,2015 Online Plus- ® Copyright MiTekO 1996-2014 Version 30.0.033 Engineering - Portrait 2/9/201511:30:38 AM Page 1 Job Mark Quan Type Span Pi -Hi Left OH Right OH I Engineering �BARJAN-BIACK C3 1" SP 421000 6 0 1- 4- 0 T6821111 HO 1-0-3 HO 1-0-3' W o W o 00 o r1 o rI W TC 4-10-3 1 9-8-6 o 01 N NO 111114-4-6 119-1-6 1 ' 1 1 24-2-0 129-0-0 1311000 111 37-6-12 141-5-9 1 W r 6 1.5x4 11 13x5= T 1.5x4 II D V T 5x6_- 5x8= 1.5x411 5x6=§ 5x8zz: 8-7-11 E DD F B C 1. 3x5, 4x4� Zx4j� 7 6 i WQ6EE 5x8 � 4x12 I I X G R F �- A Y N 3x5= L BB Q CC J 2x411 5xl4= 6x8= 1.5x4114x8=1.5x4II 4x8= 8x12= I 0 M R 5x5= 1.5x4 11 5x10 = 2x5 I I d HGR _�00 W: 00 R:1421 ' 232 R: 270 U: 704 U:1105 U: 150 BC 1 4-10-3 - - O 11711101 O1 N - - - - O - - - - r1 0 .-1 0 0 0 0 'A W rl W N ri N N r l 42-10-0 ALL PLATES ARE MT2020 Scale: 0.114'=1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 425.6 LBS Online Plus -- Version 30.0.033 D -E 0.36 1334 C 0.15 0.21 Z MT20 1.5x 4.0 Ctr Ctr 0.38 Zone location: Exterior RUN DATE: 09-FEB-15 E -DD 0.18 590 C 0.08 0.10 B MT20 5.0x 6.0 0.7-3.1 0.55 TC Dead Load 6.0 psf DD-F 0.15 590 C 0.08 0.07 T MT20 3.Ox 5.0 Ctr Ctr 0.33 BC Dead Load 6.0 psf Southern Pine lumber design F -V 0.28 416 T 0.07 0.21 C MT20 5.0x 6.0 Ctr Ctr 0.80 Max comp. force 2213 Lbs values are those effective V -W 0.40 532 T 0.07 0.33 U MT20 1.Sx 4.0 Ctr Ctr 0.44 Max tens. force 2253 Lbs 06-01-13 by SPIB//ALSC UoN W -BE 0.33 140 T 0.00 0.33 D MT20 S.Ox 5.0 Ctr Ctr 0.72 Connector Plate Fabrication CSI -Size- ----Lumber---- EE-G 0.14 78 C 0.00 0.14 E MT20 S.Ox 8.0 1.0 Ctr 0.46 Tolerance - 20% TC 0.44 2x 4 Sp -#2--------Bottom Chords--------- DD MT20 1.Sx 4.0 Ctr Ctr 0.46 This truss is designed for a BC 0.47 2x 4 SP-02 A -Y 0.19 292 T 0.00 0.19 F MT20 5.Ox 8.0-1.3-3.4 0.97 creep factor of 1.5 which CW 0.50 2x 4 SP-q3 Y -O 0.23 146 T 0.01 0.22 V MT20 1.5x 4.0 Ctr Ctr 0.44 is used to calculate total WB 0.95 2x 4 SP-03 N -R 0.45 2022 T 0.34 0.11 W MT20 3.Ox 5.0 Ctr Ctr 0.36 load deflection. -- 0.09 2x 6 SP-02 R -M 0.47 2253 T 0.39 0.08 EE MT20 4.Ox 4.0 0.4-0.2 0.16 A -X L -BB 0.07 75 T 0.00 0.07 G MT20 4.0x12.0-2.0 0.6 0.39 SL 0.01 2x 8 SP-#1 BB-Q 0.27 1151 T 0.21 0.06 A MT20 2.Ox 4.0 Ctr 0.5 0.77 Q -CC 0.26 1151 T 0.21 0.05 Y MT20 5.0x14.0 Ctr Ctr 0.95 Brace truss as followss CC-P 0.09 245 T 0.00 0.09 O MT20 1.5x 4.0 Ctr Ctr 0.77 O.C. From To P -R 0.03 141 C 0.00 0.03 N MT20 6.Ox 8.0 Ctr 1.1 0.67 TC Cont. 0- 0- 0 42-10- 0 J -I 0.15 285 T 0.00 0.15 R MT20 3Ox 50 Ctr Ctr 0.33 or 42.0° 0- 0- 0 42-10- 0 I -G 0.21 290 T 0.03 0.18 M MT20 S..Ox10..0 Ctr 0.8 0.56 BC Coat. 0- 0- 0 42-10- 0---------- Chord- Webs ---------- L MT20 1.5x 4.0 Ctr Ctr 0.77 or 72.0° 0- 0- 0 42-10- 0 O -N 0.39 92 T 0.01 0.38 BB MT20 4.Ox 8.0 Ctr Ctr 0.70 Continuous Lateral Restraint N -T 0.22 335 C 0.02 0.20 Q MT20 1.5x 4.0 Ctr Ctr 0.46 req-d at mid -point of webs: L -M 0.19 49 T 0.00 0.19 CC MT20 4.Ox 8.0 Ctr Ctr 0.73 D -BB E -CC M -U 0.16 241 C 0.05 0.11 P MT20 3.Ox 5.0 Ctr Ctr 0.33 , Attach CLR with (2)-10d nails X -J 0.50 2213 C 0.12 0.38 R MT20 2.Ox 5.0 Ctr Ctr 0.83 at each web. J -V 0.18 517 C 0.11 0.07 J UT20 8.Oxl2.0 Ctr 1.8 0.95 Refer to BCSI for diagonal -------------Webs------------- I MT20 5.Ox 5.0 Ctr-0.9 0.46 restraint requirements. A -X 0.09 1380 C WindLd X -Y 0.61 1793 T REVIEWED BY: psf-Ld Dead Live Y -Z 0.12 469 C MiTsk Industries, Inc. TC 10.0 20.0 Y -B 0.13 134 T 6904 Parke East Blvd. BC 10.0 0.0 Y -N 0.56 1788 T Tampa, FL 33610 TC+BC 20.0 20.0 B -N 0.20 584 T Total 40.0 Spacing 24.0° T -R 0.15 421 T REFER TO ONLINE PLUS GENERAL Lumber Duration Factor 1.25 R -C 0.10 230 C NOTES AND SYMBOLS SHEET FOR Plate Duration Factor 1.25 C -M 0.79 1105', C ADDITIONAL SPECIFICATIONS. (� ♦� S ^ ��i Fb Fc FE Smia M -D 0.85 1426'T 0�1^ ^I< TC 1.15 1.10 1. 10 1. 10 M -BB 0.39 1167, T NOTES: �� `Y -. • �j BC 1.10 1.10 1.10 1.10 D -BB 0.08 215 C 1 Br Trusses Manufactured by: ,� �• G E N ,9 • •.9 BB-E 0.05 183 T MID-FLORIDA LUMBER : • ••� Total Load Reactions (Lbs) Q -E 0.03 115�T Analysis Conforms To: e it Dowa Uplift Horiz- E -CC 0.31 1104' C 1 Br FBC2010 '� "TKO 3 9 3 8 0 '� A 1422 704 U 317 R CC-DD 0.17 234 C TPI 2007 ~ *. R 2232 1105 U CC-F 0.73 1492 T OH Loading G 270 151 U 264 R P -F 0.07 104 T Soffit psf 2.0 .. P -J 0.08 278 T This trues has been designed a /"• • IY- Jt Brg Size Required F -J 0.95 1522 C for 20.0 psi LL on the H.C. S tu •�- - ,' •f.y r A 3.5• 1.7° J -W 0.39 678 C in areas where a rectangle r • ATE • R 8.0° 2.5° I -W 0.06 195 T 3- 6- 0 tall by •••[,,�: G 8.0°1.5° Sliders------------ 2- 0- 0 wide �• v EE-G 0.01 145, T will fit between - the B.C. �j �w •�� O 1.O P ••`�,�` Plus 15 Wind Load Case(s) and any other member. �`� • R Plus 1 LL Load Cases) TL Defl -0.27° in R -M L/999 Design checked for 10 psf non- •••••• `G us n R L/999 concurrent LL on BC. Mlembr 1DL C5I Load Lbs�Ax1'CSI-Bad HzJDiRp OLDS°° 10D05°M OT10° TruseLiedANSI / ASCMain10 ' '',1% 1111111111110 N A designed ----------Top Chords---------- Shear // Grain in F -V 0.31 Wind -Force Resistance System X -Z 0.41 2012 C 0.16 0.25 - Directional. Z -B 0.44 2117 C 0.19 0.25 Plates for each ply each face. Wind Speed. 150 mph FL Cert. rt. 6634 B -T 0.27 1947 C 0.19 0.09 Plate - MT20 20 Ga, Gross Area Risk Category : II T -C 0.34 2184 C 0.20 0.14 Plate - MT2H 20 Ga, Gross Area Mean Roof Height: 15-0 C -U 0.34 1685 C 0.16 0.18 it Type Pit Size X Y JSI Exposure Category: C U -D 0.31 1730 C 0.18 0.13 X MT20 5.0x 8.6 Ctr Ctr 0.74 Building Type: Part. Eric February 9,2015 Online Plus*" 0 Copyright MTekO 199620144ersion 30.0.033 Engineering - Portrait 219/201511:30:42 AM Page 1 sob BRIAN-BLACK Mark C4 Quan 1 Type Span P1-H1 SP 421000 6 Left OR 0 Right OR 1- 4- 0 Engineering T6821112 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 HO 1-0-3 V to o r o 0 Oo 0 o to -V 0 0 O N 0 aD o O O r1 V0 TC 13-10-3 1 7-8-6 1 O N 1 1­1 116-2-0 N 1191100 1 N 126-0-0 1291000 N 1 M 1 37-6-12 N O 141-5-9 1 d' N I 5x8= Dzzz_�8= 1.5x4 11 5x8, 5x8 X - 4x12 I I G A DD S N 3x5= 3x5= L Y P J 2x411 4x5= 5x8= 6x8= 1.5x411Q 4x8= 3x5= 8x10= I 0 M 3x5= K 5x5= 1, 5x4 11 5x10 = 2x5 I I a fal HGR W:800 W:800 R:1415 R:2256 R: 246 U: 698 U:1127 U: 133 - I.0 - - 10 - 2 1 O O - - N - - - - O - - - - O r1 r1 O 0D O N O M O O 11 O N N N r1 rl N RI 42-10-0 ALL PLATES ARE MT2020 Scale: 0.1171= 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 419.7 LBS Online Plus -- Version 30.0.033 D -E 0.23 1450 C 0.15 0.08 it: Type Plt Size K Y JSI RUN DATE: 09-FEB-15 E -Z 0.18 768 C 0.10 0.08 K MT20 5.Ox 8.0 Ctr Ctr 0-.74 Z -F 0.27 768 C 000 0.27 BE MT20 3.Ox 5.0 Ctr Ctr 0.36 Southern Pine lumber design F -V 0.36 551 T 0..11 0.25 B MT20 5.Ox 8.0 1.3-3.4 0.70 values are those effective V -W 0.41 594 T 0.08 0.33 U MT20 3.Ox 5.0 Ctr Ctr 0.36 06-01-13 by SPIB//ALSC UON W -FF 0.34 192 T 0.03 0.31 C MT20 S.Ox 6.0 Ctr Ctr 0.87 CSI -Size- ----Lumber---- FF-G 0.17 67 C 0.00 0.17 CC MT20 3.Ox 5.0 Ctr Ctr 0.58 TC 0.41 2x 4 SP-#2 --------Bottom Chord-=-------- D MT20 5.0x 8.0 Ctr-0.6 0.84 BC 0.54 2x 4 SP-#2 A -DD 0.09 290 T 0.04 0.05 E MT20 5.0x 8.0 1.0 Ctr 0.49 CW 0.57 2x 4 SP-#3 DD-S 0.35 1897 T 0.30 0.05 Z MT20 1.5x 4.0 Ctr Ctr 0.46 WB 0.75 2x 4 SP-#3 S -O 0.09 127 T 0.01 0.07 F MT20 5.Ox 8.0-1.3-3.4 0.79 -- 0.09 2x 6 SP-#2 N -R 0.51 2510 T 0.43 0.08 V MT20 1.5x 4.0 Ctr Ctr 0.37 A -K R -BB 0.54 2725 T 0.47 0.07 W MT20 3.0x 5.0 Ctr Ctr 0.36 SL 0.01 2x 8 SP-01 SB-M 0.38 1906 T 0.32 0.06 FF MT20 4.Ox 4.0 0.4-0.2 0.16 L -Q 0.05 31 C 0.00 0.05 G MT20 4.Ox12.0-2.0 0.6 0.39 Brace truss as follows: Q -Y 0.25 1186 T 0.21 0.04 A MT20 2.Ox 4.0 Ctr 0.5 0.76 ' O.C. From To Y -P 0.08 221 T 0.01 0.07 DD MT20 4.Ox 5.0-1.7 0.1 0.97 TC Cont. 0- 0- 0 42-10- 0 P -K 0.06 118 C 0.00 0.06 S MT20 5.0x 8.0 Ctr Ctr 0.79 or 42.0° 0- 0- 0 42-30- 0 J -I 0.13 276 T 0.00 0.13 0 MT20 l.Sx 4.0 Ctr Ctr 0.77 BC Cont. 0- 0- 0 42-10- 0 I -G 0.22 282 T 0.02 0.20 N MT20 6.0x 8.0 Ctr 1.0 0.79 or 66.0° 0- 0- 0 42-10- 0 ---------- Chord -Webs ---------- R MT20 3.Ox 5.0 Ctr Ctr 0.36 Conti an us Lateral Restraint O -N 0.33 36 T 0.00 0.33 BB MT20 3.Ox 5.0 Ctr Ctr 0.53 r ZId at mid -point of webs: N -U 0.16 475 C 0.02 0.14 M MT20 5.0xl0.0 Ctr 0.8 0.53 CC-M E -Y F -J L -M 0.07 29 T 0.00 0.07 L MT20 1.5x 4.0 Ctr Ctr 0.77 Attach CLR with (2)-10d nails M -D 0.57 1085 T 0.57 0.00 Q MT20 3.Ox 5.0 Ctr Ctr 0.67 at each web. K -J 0.39 2232 C 0.12 0.27 Y MT20 4:0x 8.0 Ctr Ctr 0.60 Refer to BCSI for diagonal J -V 0.14 420 C 0.09 0.05 P MT20 3.Ox 5.0 1.2 0.1 0.34 restraint requirements. -------------Webs------------- K MT20 2.0x 5.0 Ctr Ctr 0.84 A -K 0.09 1376 C WindLd J MT20 S.Ox10.0 Ctr 2.2 0.97 paf-Ld Dead Live % -DD 0.59 1722 T I MT20 5.0x 5.0 Ctr-0.9 0.46 TC 10.0 20.0 DD-EE 0.07 308 C BC 10.0 0.0 EE-S 0.03 83 C REVIEWED BY. TC+BC 20.0 20.0 S -B 0.13 326 C MiTek Industries, Inc. Total 40.0 Spacing 24.0° S -N 0.55 1792 T 6904 Parke East Blvd. Lumber Duration Factor 1.25 B -N 0.37 1114 T Tampa, FL 33610 Plate Duration Factor 1.25 U -R 0.17 514 T Fb Fc Ft Emin R -C 0.12 403 C REFER TO ONLINE PLUS GENERAL TO 1.15 110 1.10 110 C -BB 0.64 1138 C NOTES AND SYMBOLS SHEET FOR BC 1.10 1..10 1.10 1..10 BB -CC 0.28 887 T ADDITIONAL SPECIFICATIONS. CC-M 0.30 1125 C 1 Br Total Load Reactions (Lbs) M -Q 0.40 1210 T NOTES: it Down Uplift Hariz- M -E 0.07 256 T Trusses Manufactured by: A 1416 699 U 316 R Q -E 0.28 285 C MID-FLORIDA LUMBER K 2256 li28 U E -Y 0.31 920, C 1 Br Analysis Conforms To: G 246 134 U 263 R Y -Z 0.20 205 C FBC2010 Y -F 0.75 1236 T TPI 2007 it Brg Size Required P -F 0.02 93 T OH Loading A 3.5° 1.7° P -J 0.09 316 T Soffit psf 2.0 K 8.0° 25° F -J 047 1683 C 1 Br This truss has been designed G 8.0,. 1..5° J -W 0..39 680 C for 20.0 pef LL on the H.C. I -W 0.06 196 T in areas where a rectangle Plus 15 Wind Load Case(s) -----------Sliders------------ 3- 6- 0 tall by Plus 1 LL Load Case(s) FF-G 0.01 184T 2- 0- 0 wide Plus 1 DL Load Case(s) will fit between the B.C. TL Defl -0.33° in R -BB L/999 and any other member. Membr CSI P Lbs Axl-CSI-Bud LL Defl -0.13° in R -BB L/999 Design checked for 10 psf non- ---------- Top Chords---------- Hz Disp LL DL TL concurrent LL on BC. % -EE 0.29 1914 C 0.15 0.14 it K 0.06° 0.06° 0.11° Wind Loads - ANSI / ASCE 7-10 EE-B 0.31 1947 C 0.17 0.14 Shear // Grain in W -FF 0.22 Truss is designed as a Main B -U 0.26 2408 C 0.21 0.05 Wind -Force Resistance System U -C 0.37 2622 C 0.23 0.14 Plates for each ply each face. - Directional. C -CC 0.36 2035 C 0.18 0.18 Plate - MT20 20 Ga, Gross Area Wind Speed: .150 mph CC-D 0.30 1405 C 0.15 0.15 Plate - MT2H 20 Ga, Gross Area Risk Category : II Online Rus- ® Copyright MITe1t®1996-2014 Version 30.0.033 Engineering - Portrait 2/9/201511:30:47 AM Page 1 Mean RoofiHeight: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load 6.0 psf Max comp. force 2622 Lbs Max tens. force 2725 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. `�L� • ,.\G'E NSF 4 •\ • ••� -s��,� t. '0 3938 0 ATE 0RI SS�ONA1-��e�`,, FL Cert. 6634 February 9,2015 Job Mark Quan Type Span P1=H1 Left OR Right OR Engineering BRIAN-BLACK C5 1 SP 421000 6 1- 4- 0 0 T6821113 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 HO 3-10-6 0 0 w w TCjr1 I- 1 5-3-4 1 10-4-0 1 15-0-0 1 19-1-0 1 23-2-0 1 27-8-0 1 32-5-10 1 37-6-0 1 42-10-0 5x8; 3x5= 5x5: B X C T 3x5 V 8-6-3 5x8= 3x5= 5x5= 814J 4x4� A1.5x4ll D T E 7-14J Y 8-OH 8-0H 4x1211 A F 101.66 Q L W K U 1.5x4II 5x5= 2x411 3x5= 3x5= 6x6= 3x5= G R 1.5x4 11 5x8= ITM SPL W:800 H W:800 R:2302 5x10= HGR R: 212 U:1126 R:1317 tl: 138 U: 695 42 in n ALL PLATES ARE MT2020 Scale: 0.145' = 1' Online Plus -- Version 30.0.033 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- --Lumber ---- TC 0.52 2x 4 SP-N2 BC 073 2x 4 SP-#2 CW 0:99 2x 4 SP-03 WE 0.99 2x 4 SP-03 SL 0.01 2x 8 SP-01 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 42-10- 0 or 36.0° 0- 0- 0 42-10- 0 BC Cont. 0- 0- 0 42-10- 0 or 54.0° 0- 0- 0 42-10- 0 Continuous Lateral Restraint req'd at mid -point of webs: Q -N L -B K -V Attach CLR with (2)-10d nails at each web. Refer to SCSI for diagonal restraint requirements. Ps£-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0° Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Flo Fc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 213 138 U 235 R Q 2303 1127 U F 1317 695 U 371 R Jt . Brg Size Required A 8.0° 1.5° Q 8.0° 2.6° F 3.5° 1.6° Plus 15 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CBI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -Y 0.19 74 C 0.00 0.19 Y -M '0.35 239 T 0.04 0.31 M -N 0.32 259 T 0.01 0.31 N -B 0.32 484 T 0.07 0.25 MiTek® Online Plus"' APPROX. B -X 0.21 947 C 0.12 0.09 K -C 0.23 1291 C 0.14 0.09 C -V 0.34 1413 C 0.14 0.20 V -D 0.39 2219 C 0.19 0.20 D -T 0.52 3155 C 0.26 0.26 T -E 0.41 1721 C 0.15 0.26 --------Bottom Chords --------- A -I 0.24 252 T 0.02 0.22 I -Q 0.17 605 C 0.00 0.17 Q -L 0.17 605 C 0.00 0.17 L -W 0.13 423 T 0.04 0.09 W -K 0.20 935 T 0.16 0.04 K -U 0.43 2074 T 0.35 0.08 U -11 0.73 3323 T 0.57 0.16 _ G -R 0.21 223 T 0.01 0.20 R -F 0.20 261 T 0.00 0.20. ---------- Chord -Webs ---------- H -D 0.36 531 C 0.01 0.35 G -H 0.59 79 T 0.01 0.58 ------------- Webs ------------- I -M 0.11 461 C I -N 0.46 849'T Q -N 0.44 2179 C 1 Br N -L 0.54 1497 T L -B 0.31 1018 C 1 Br B -W 0.70 1107 T W -K 0.99 905 C X -K 0.42 743 T K -C 0.19 327 T K -V 0.32 1204 C 1 Br U -V 0.29 897 T U -D 0.83 1470 C H -T 0.54 1643 T H -R 0.50 1632 T R -T 0.32 1217 C R -E 0.77 1998 T F -E 0.33 1272 C WindLd ----------- sliders ------------ A -Y 0.01 211 T TL Defl -0.40° in U -H L/948 LL Defl -0.16° in U -H L/999 Hz Disp LL DL TL at Q 0.05° 0.05° 0.10° Shear // Grain in D -T 0.25 Plates for each ply each face. Plate - MT20 201Ga, Gross Area Plate - MT2H 2O1Ga, Gross Area at; Type Plt Size X Y 7SI A MT20 4.Oxl2.0 2.0 0.6 0.39 Y MT20 4.Ox 4.0-0.4-0.2 0.16 M MT20 1.5x 4.0 Ctr Ctr 0.42 N MT20 4.Ox 8.0 Ctr Ctr 0.67 B MT20 5.Ox 8.0 1.3-3.4 0.68 x MT20 3.Ox 5.0 Ctr Ctr 0.42 C MT20 5.0x 5:0-0.3-3.2 0.43 V MT20 3.Ox 5.0 Ctr Ctr 0.60 D MT20 5.Ox 8.0-1.0 Ctr 0.64 TRUSS WEIGHT: 371.4 LBS T MT20 3.Ox 5.0 Ctr Ctr 0.84 E MT20 5.0x 5.0 Ctr Ctr 0.97 I MT20 S.Ox 5.0 Ctr-0.9 0.46 Q MT20 2.Ox 4.0 Ctr-0.5 0.86 L MT20 3.Ox 5.0 Ctr Ctr 0.83 W MT20 3.Ox 5.0 Ctr Ctr 0.66 K MT20 6.Ox 6.0 Ctr Ctr 0.62 U MT20 3.Ox 5.0 Ctr Ctr 0.66 H MT20 6.0x10.0 Ctr 0.4 0.95 G MT20 1.Sx 4.0 Ctr Ctr 0.77 R MT20 S.Ox 8.0 Ctr,Ctr 0.81 F MT20 1.Sx 4.0 Ctr Ctr 0.76 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 OB Loading Soffit psf 2.0 This trues has been designed for 20.0 pef LL on the H.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 ps£ non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load : 6.0 pef BC Dead Load 6.0 pef Max comp. force 3155 Lbs Max teas. force 3323 Lbs Connector Plate Fabrication Tolerance - 2096 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. ♦♦��P,s A. ♦ iQ ��J* ♦�"Zx '\ G•E N S •.:9 �i • Fuo 39380 '1 :O.• 5 ATE • ss 1�N AL /Illlll FL Cert. 6634 February 9,2015 Online PltmTM ® Copyright MiTekib 1996-2014 Version 30.0.033 Engineering - Portrait 219/201511:30:50 AM Page 1 Job Mark Quan "' Type Span' Pi -Hi Left OR Right OR Engineering BRIAN-BLACK C6 1 SP 421000 6 1- 4- 0 0 T6821114 HO 1-0-3 HO 2-10-6 O C` -0 N O r1 O O O Ln N O ep CD W C)I to O; O O O O TC 5-3-4 1 10-4-0 I q 'i 1 1 1 21-2-0 124-5-8 1271012 1 32-3-12 1 M 1 38-7-3.3 1 42-10-0 5x8_ 5x5_ 3x5 S C �- 1.5x4 1188 3x5 AA 9-6-3 6 3x5 S 1.5x4II W T 8-OM 7-14N 5x8 -:,, 3x5 8-OL 2-0-OK 4x4�_ SPLR II 5x8= 1.5x4 II 5x5= 2-0-0J CC D Z E 8-01 4x1211 8-OH A 8-0H K Q P .66M V x10 = 3x5= 4x8= = F 1. 5x4 11 5x5= 4x8= 'L 1.5x411 G X 1.5x411 0 4x8= Nrg1.15x411 W:800 J H 5x6 = W:800 Re2g62' 5x10= 6x10 = HGR R: 92 U:12121 R:1293 U: 181 U: 673 i - 5-5-0 - - - - - - - - - - - 7 - - O O N , O n O O N ' � rl i 1'Q 42-10-0 ALL PLATES ARE MT2020 Scale: 0.130' = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 384.0 LBS Online Plus -- Version 30.0.033 A -CC 0.35 123 T 0.02 0.33 LL De£1 -0.18° in I -H L/999 3- 6- 0 tall by RUN DATE: 09-FEB-15 CC-R 0.51 527 T 0.08 0.43 Hz Disp LL DL TL 2- 0- 0 wide R -W 0.59 977 T 0.16 0.43 it V 0.08• 0.08" 0.16• will fit between the B:C. Southern Pine lumber design W -S 0.21 501 T 0.05 0.16 Shear // Grain in CC-R 0.26 and any other member. values are those effective S -BB 0.14 495 T 0.09 0.05 Design checked for 10 psf non- 06-01-13 by SPIN//ALSC UON BB-B 0.14 667 C 0.09 0.05 Plates for each ply each face. concurrent LL on BC. CSI -Size- ----Lumbar---- 8 -C 0.22 1095 C 0.12 0.10 Plate - MT20 20 Ga, Gross Area Wind Loads - ANSI / ASCE 7-10 TC 0.59 2x 4 SP-N2 C -AA 0.21 1200 C 0.12 0.09 Plate - MT2H 20 Ga, Grose Area Truss is designed as a Main BC 0.63 2x 4 SP-02 AA-T 0.38 2988 C 0.25 0.13 it Type Plt Size X Y JSI Wind -Force Resistance System CW 0.35 2x 4 SP-0 T -U 0.39 2907 C 0.23 0.16, A MT20 4.Oxl2.0 2.0 0.6 0.39 - Directional. WE 1.00 2x 4 SP-0 U -D 0.41 3354 C 0.27 0.14 CC MT20 4.Ox 4.0-0.4-0.2 0.16 Wind Speed: 150 mph -- 0.61 2x 4 SP-02 D -Z 0.29 1839 C 0.15 0.13 R MT20 S.Ox 8.0-0.2 0.5 0.70 Risk Category II J -H H -0 Z -E 0.28 1839 C 0.15 0.13 W MT20 3.Ox 5.0 Ctr Ctr 0.82 Mean Roof Height: 15-0 SL 0.02 2x 8 SP-N1--------Bottom Chords--------- S MT20 1.5x 4.0 Ctr Ctr 0.40 Exposure Category: C A -M 0.34 425, C 0.00 0.34 B8 14T20 3.Ox 5.0 Ctr Ctr 0.87 Building Type: Part. Eno Brace truss as follows: M -V 0.13 429 C 0.00 0.13 H MT20 S.Ox 8.0 1.3-3.4 0.59 Zone location: Exterior O.C. From To V -L 0.13 43. C 0.00 0.13 C MT20 5.0x 5.0-0.3-3.2 0.35 TO Dead Load 6.0 psf TC Cont. 0- 0- 0 42-10- 0 K -Q 0.16 262 T 0.02 0.14 AA MT20 3.Ox 5.0 0.4-0.2 0.86 BC Dead Load 6.0 psf or 36.0• 0- 0- 0 42-10- 0 Q -P 0.27 593 T 0.06 0.21 T MT20 l.Sx 4.0 Ctr Ctr 0.44 Max comp. force 3354 Lbe BC Cont. 0- 0- 0 42-10- 0 P -J 0.46 1733 T 0.28 0.18 U MT20 3.Ox 5.0 Ctr Ctr 0.42 Max tens. force 3321 Lbs or 54.0° 0- 0- 0 42-30- 0 I -H 0.16 56 C 0.00 0.16 D MT20 S.Ox 9.0 1.0 Ctr 0.75 Connector Plate Fabrication Continuous Lateral Restraint G -0 0.05 131 T 0.02 0.03 Z MT20 1.5x 4.0 Ctr Ctr 0.46 Tolerance - 20% req-d at mid -point of webs: 0 -X 0.63 3271 T 0.55 0.08 E MT20 S.Ox 5.0 Ctr Ctr 0.95 This truss is designed for a K -BB X -F 0.10 306 T 0.00 0.10 M MT20 5.Ox 5.0 Ctr-0.9 0.46 creep factor of 1.5 which Attach CLR with (2)-10d nails ---------- Chord -Webs ---------- V MT20 4.Ox 8.0 Ctr Ctr 0.42 is used to calculate total at each web. L -K 0.22 14 C 0.00 0.22 L MT20 1.5x 4.0 Ctr Ctr 0.77 load deflection. Refer to HCSI for diagonal X -S 0.12 13T C 0.00 0.12 K MT20 S.Ox10.0 Ctr 0.9 0.78 restraint requirements. I -J 0.29 80 T 0.00 0.29 Q MT20 3.Ox 5.0 Ctr Ctr 0.60 J -T 0.27 348 C 0.00 0.27 P MT20 4.Ox 8.0 Ctr Ctr 0.45 pef-Ld Dead Live G -H 0.35 38 T 0.01 0.34 J UT20 5.0x10.0 Ctr 0.9 0.96 TO 10.0 20.0 H -U 0.30 172 T 0.04 0.26 I MT20 1.5x 4.0 Ctr Ctr 0.77 ,` ♦ens ��JJIJJJ , 8C 10.0 0.0-------------Webs------------- H MT20 6.0x10.0 Ctr 1.3 0.81 TC+BC 20.0 20.0 M -R 0.06 192 T G MT20 1.Sx 4.0 Ctr Ctr 0.77 Total 40.0 Spacing 24.0• R -V 0.46 759 C O MT20 S.Ox 6.0-1.7 0.1 0.91 `� • `e �� Lumber Duration Factor 1.25 V -W 0.77 1454 C X MT20 4.Ox 8.0 0.5 Ctr 0.81 �� �O • G•E N 5'•• '9 Plate Duration Factor 1.25 V -K 0.21 1118 C F MT20 1.5x 4.0 Ctr Ctr 0.74 /` • ••�-^^=s��,� Fb Fc Ft Emin W -K 0.37 1098 T TC 1.15 1.10 1.10 1.10 K -BB 0.40 1672 C 1 Br REVIEWED BY: c 1 :• ,``' `-'"`��� • �s�' BC 1.10 1.10 1.10 1.10 BB-Q 0.31 96ST MiTek Industries, Inc. 816 Q -B 0.81 816 C 6904 Parke East Blvd. � • Total Load Reactions (Lbs) B -P 0.55 1032 T Tampa, FL 33610 it Down Uplift Horiz- P -C 0.15 282 T �'' •'� A 92 182 U 282 R P -AA 1.00 1246 C REFER TO ONLINE PLUS GENERAL ► M - V 2463 1213 U AA-7 0.74 1887 T NOTES AND SYMBOLS SHEET FOR 0 C ADDITIONAL SPECIFICATIONS. O •• ATE F 1293 674 U 385 R J -U 0.22 53 J -H 0.61 3321 T �•• � Q ego O R , it Erg Size Required H -O 0.61 325b T NOTES: A 8.0° 1.5° H -D 0.04 158 C Trusses Manufactured by: �j� �� ••••`. \" % 57 V 8.0" 2.8" 0 -D 0.15 8C MID-FLORIDA LUMBER �JJO N A1- F 3.5• I.S. D -X 0.62 1459 C Analysis Conforms To: X -Z 0.07 299 C FBC2010 Plus 15 Wind Load Case(s) X -E 0.72 2119 T TPI 2007 Plus 1 LL Load Case(s) F -E 0.24 1255 C WindLd OR Loading FL Cert. 6634 Plus 1 DL Load Case(s)-----------Sliders------------ Soffit psf 2.0 A -CC 0.02 407 T This truss has been designed Membr CSI P Lbs Axl-CSI-Had for 20.0 psf LL on the B.C. ----------Top Chords---------- TL Defl-0.46",in I -H L/828 in areas where a rectangle February 9,201 5 Online Plus- 0 Copyright MiTekO 1996-2014 Version 30.0.033 Engineering - Portrait 2/8/201611:30:55 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering BRIAN--BLACK C7 1 SP 421000 6 1- 4- 0 0 T6821115 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 HO 1-10-6 V- VW, N on O M O O O sN 'd O rl M :t1 O O o Ln o n O O TC O O r' 5-3-4 1 10-4-0 O N N W 1 '{ 115-7-8 119-1-01 23-5-0 1 271012 1 M 1 In I m I W I I C4 of N M I W 5x5= B �- 4x5 3x5 i i 3x5 CC DD EE 10-6-3 3x5 i 3x5 7814M SPL 6 BB, FF 3x5 8-0K 4x4� 5x8 � 3x5 2-0-0J pp GG 3x5, 2-0-01 00 RR 6x8= 1.5x411 5x6- 8-OH 8-OG 4x1211 C HH D 8-OG A Z Y X E -L m .66L M 3x5= 4x8= 3x5_ H 5x5W:@0§x10= 1.5x411 F W V y 1.5x4II - W:800 - R:fiW 1.5x4 11 1.5x4 114x10= HGR R: 41 U:12gBR I R:1288 U: 224 1.5x411 5x10- G U: 664 -LL 5x10 =I1 4x8= 4x12= - o - - - - - - - <n o rn e M o 0 0 0 0 0 :-I o N e-I N to V. t` O O O o O O 0 rl - N O N W :D tT N rl M M M M M d� 42-10-0 ALL PLATES ARE MT2020 Scale: 0.124'= 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 388.2 LBS Online Plus -- Version 30.0.033 FF-NN 0.34 2828 C 0.23 0.11 Plate - MT20 20 Ga, Gross Area Wind -Force Resistance System RUN DATE: 09-FEB-15 NN-GG 0.26 2601 C 0.22 0.04 Plate - MT2H 20 Ga, Gross Area - Directional. GG-KK 0.32 3285 C 0.27 0.05 at Type Plt Size X Y JSI Wind Speed: 150 mph Southern Pine lumber design KK-C 0.35 334�9 C 0.27 0.08 A MT20 4.Oxl2.0 2.0 0.6 0.39 Risk Category • II valuea are those effective C -HE 0.22 2259 C 0.18 0.04 00 MT20 4.Ox 4.0-0.4-0.2 0.19 Mean Roof Height: 15-0 06-01-13 by SPIB//ALSC UON HH-D 0.26 2259 C 0.18 0.09 AA MT20 5.0x 8.0-0.2 0.5 0.75 Exposure Category: C CSI -Size- ----Lumber-----------.-Bottom Chords--------- BB MT20 3.Ox 5.0 Ctr Ctr 0.81 Building Type: Part. Enc TC 0.65 2x 4 SP-#2 A -L 0.40 540 C 0.00 0.40 CC MT20 4.Ox 5.0-0.4-0.2.0.78 Zone location: Exterior HC 0.90 2x 4 SP-#2 L -U 0.13 543 C 0.00 0.13 DD UT20 3.Ox 5.0 Ctr Ctr 0.55 TC Dead Load 6.0 psf CW 0.80 2x 4 SP-#3 U -K 0.13 20 C 0.00 0.13 B MT20 S.Ox 5.0 Ctr Ctr 0.34 BC Dead Load 6.0 psf WB 1.00 2x 4 SP-#3 J -Z 0.09 587 C 0.07 0.02 BE MT20 3.Ox 5.0 Ctr Ctr 0.69 Max comp. force 3340 Lbs SL 0.03 2x 8 SP-#1 Z -Y 0.10 381 T 0.03 0.07 FF MT20 3.Ox 5.0 0.4-0.2 0.77 Max tens. force 4391 Lbs Y -X 0.31 1510 T 0.24 0.07 NN XT20 3.Ox 5.0 Ctr Ctr 0.36 Connector Plate Fabrication Brace truss as follows: X -I 0.54 2671 T 0.43 0.11 GG MT20 3.Ox 5.0 Ctr Ctr 0.78 Tolerance = 20% O.C. From To H -LL 0.05 46 T 0.00 0.05 KK MT20 3.Ox 5.0 Ctr Ctr 0.36 This truss is designed for a TC Cont. 0- 0- 0 42-10- 0 LL-G 0.69 313� T 0.51 0.18 C MT20 6.Ox 8.0 1.5 Ctr 0.88 creep factor of 1.5 which or 36.0• 0- 0- 0 42-10- 0 F -II 0.04 213 T 0.03 0.01 HE MT20 1.5x 4.0 Ctr Ctr 0.46 is used to calculate total BC Cont. 0- 0- 0 42-10- 0 II-W 0.89 4391 T 0.75 0.14 D MT20 S.Ox 6.0 Ctr Ctr 0.99 load deflection. or 48.0• 0- 0- 0 42-30- 0 W -V 0.90 4391 T 0.75 0.15 L MT20 S.Ox 5.0 Ctr-0.9 0.46 Continuous Lateral Restraint V -E 0.08 351 T 0.05 0.03 U MT20 4.Ox 8.0 Ctr Ctr 0.47 req-d at mid -point of webs: ---------- ChordLwebs---------- K MT20 1.Sx 4.0 Ctr Ctr 0.77 Y -EE K.-J 0.11 13 C 0.00 0.11 J MT20 S.Ox10.0 Ctr 0.8 0.77 Attach CLR with (2)-10d nails J -CC 0.90 1756 C 0.72 0.08 Z MT20 3.Ox 5.0 Ctr Ctr 0.83 at each web. H -I 0.23 28 T ,0.00 0.23 Y MT20 4.Ox 8.0 Ctr Ctr 0.40 Refer to SCSI for diagonal I -FF 0.51 1277 T 0.39 0.12 X MT20 3.Ox 5.0 Ctr Ctr 0.63 restraint requirements. F -G 0.55 35 T 0.00 0.55 I MT20 5.0x10.0 Ctr 0.8 0.94 G -GG 0.46 1017 T 0.32 0.14 H MT20 1.5x 4.0 Ctr Ctr 0.77 psf-Ld Dead Live -------------Webs------------- LL MT20 4.Ox 8.0-1.0 Ctr 0.89 TC 10.0 20.0 L -AA 0.06 189 T G MT20 5.0x10.0 Ctr 0.8 0.99 BC 10.0 0.0 AA-U 0.47 772 C F MT20 1.Sx 4.0 Ctr Ctr 0.77 TC+BC 20.0 20.0 U -BB 0.77 1452 C II MT20 4.0.12.0-2.0 Ctr 0.99 Total' 40.0 Spacing 24.0• U -J 0.23 1288 C W MT20 1.5x 4.0 Ctr Ctr 0.46 Lumber Duration Factor 1.25 BB-J 0.36 1086 T V MT20 4.0x10.0 0.5 Ctr 0.90 Plate Duration Factor 1.25 CC-Z 0.49 1485 T E MT20 1.5x 4.0 Ctr Ctr 0.72 Fb Fc Ft Brain Z -DD 0.92 1115 C TC 1.15 1.10 1.10 1.10 DD-Y 0.25 838 T REVIEWED BY: BC 1.10 1.10 1.10 1.10 Y -B 0.48 460 T MiTek Industries, Inc. A' "I� �, Y -BE 0.41 1383 C 1 Br 6904 Parke East Blvd. 4,% • n' Total Load Reactions (Lbs) X -EE 0.34 1109 T Tampa, FL 33610�•� G E NS •qAA at Down Uplift Horiz- X -FF 1.00 1537 C 0 �•� _�� '1! �� A 41 225 U 329 R I -NN 0.08 295 T REFER TO ONLINE PLUS GENERAL ` _,,,,vr""�- •--1 U 2526 1248 U I -LL 0.87 2848 T NOTES AND SYMBOLS SHEET FOR 'e .O 39380 -�- 8 1289 664 U 399 R LL-NN 0.16 475 C ADDITIONAL SPECIFICATIONS. * �• ! .Fali LL-GG 0.1088 C at Hrg Size Required G -RIC 0.0404 185 C NOTES: A 8.0• 1.5• G -II 0.98 3167 T Trusses Manufactured by:.A- U 8.0• 2.8• II-KK 0.02 112 C MID-FLORIDA LUMBER +'^ •�.L E 3.5• 1.5• II-C 0.25 1369 C Analysis Conforms To: ► J ATE W -C 0.02 70 T FEC2010 `� ATE ••['�, Plus 15 Wind Load Case(s) C -V 0.49 209`) C TPI 2007 oo � •• v Plus 1 LL Load Case(s) V -HH 0.05 194 C OH Loading 1*0 4 O `:.•`. % Plus 1 DL Load Case(s) V -D 0.85 2511 T Soffit psf 2.0 -P �•••.• 0 R 1 �.• E -D 0.21 1256 C WindLd This truss has been designed ' SS ••+•••� �"` �` Membr CSI P Lbs Axl-CSI-Bad---------Slider------------- for 20.0 psf LL on the B.C. � ,O N A1- E % ---------- P 2 T in areas where a rectangle i To Chords--------- A -00 0.03 51 A -00 0.41 168 T 0.02 0.39 3- 6- 0 tall by It Its 111 W, 00-AA 0.59 663 T 0.11 0.48 TL De£1-0.53•iin LL-G L/723 2- 0- 0 wide AA -BB 0.65 1120 T 0.19 0.46 LL Defl -0.21• in LL-G L/999 will fit between the H.C. /+ ,.{. BB -CC 0.25 646 T 0.11 0.14 Hz Disp LL DL TL and any other member. F L CPi1 L. 6634 CC-DD 0.17 398 T 0.06 0.11 it U 0.09• 0.09• 0.18• Design checked for 10 psf non- DD-H 0.21 803 C 0.10 0.11 Shear // Grain ,in 00-00 0.29 concurrent LL on BC. B -EE 0.30 794 C 0.10 0.20 Wind Loads - ANSI / ASCE 7-10 EE-FF 0.35 1592 C 0.15 0.20 Plates for each,ply each face. Trues is designed as a Main Online Plus- ® Copyright MTek(D 1998-2074 Version 30.0.033 Engineering -Portrait 2/9/2075 71:30:59 AM Page 1 February 9,2015 I Job BRIAN-BLACK Mark DI 'Quan r Type Span P1-H1 Left OR Right OR 3 SP 300000 6 1- 4- 0 0 Engineering T6821116 BLACK RES. 13 CAMPBELL ACRES TCj- HO 1-0-3 1 yr 0 0 0 w w o 1 5-3-4 1 10-4-0 1 4 115-6-141 19-1-0 1 23-5-12 HO 4-5-3 o 0 0 127-10-12 1 M 5x5. B i 3x5 3x5,- T S 4 1.5x4 II 10-6-11 3x5G V 1.5x4II 8-OH 6 U W 4x6_ 7-14I X 8-013 5x6 2-0-OF 2-0-OE 3x4 SPL T 8-OD y 8-0C 3x1211 A F R E C 5x8_ 4x8_ 5x10=D � 4x5= fl 5x 5x5_ W:l00-.411 1.5x 4114800 W:800 © 1. 66 R:$ ab& R: 846 R: 402 U: 721 U: 431 U: 229 BC - - - o - - - - o 0 0 04 C � o 0 N r�l ri n+1 a 30-0-0 ALL PLATES ARE MT2020 Scale: 0.145' = 1' Online Plus -- Version 30.0.033 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- --Lumber ---- TC 0.31 2x 4 SP-02 BC 0.66 2x 4 SP-#2 CW 0.75 2x 4 SP-03 WB 0.73 2x 4 SP-#3 SL 0.01 2x 8 SP-#1 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 30- 0- 0 or 48.0° 0- 0- 0 30- 0- 0 BC Cont. 0- 0- 0 30- 0- 0 or 72.0° 0- 0- 0 30- 0- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0° Lumber Duration Factor 1.25 Plate Duration. Factor 1.25 Fb pc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) at Down Uplift Horiz- A 403 230 U 297 R P 1597 722 U C 846 432 U 425 R. MiTek® Online Plus' APPROX. W -% 0.16 636 C 0.04 0.12 -------- BottomChords--------- A -H 0.15 1467 T 0.07 OAS H -P 0.16 462 T 0.02 0.14 P -G 0.14 54 C 0.00 0.14 F -R 0.45 445 T 0.07 0.38 R -H 0.66 742 T 0.11 0.55 D -C 0.03 118 C 0.00 0.03 ---------- Chord -Webs ---------- G -F 0.29 17 C 0.00 0.29 F -V 0.15 159 C 0.00 0.15 D -E 0.75 38 T 0.00 0.75 E -W 0.42 306 C 0.00 0.42 ------------- Webs ------------- H -T 0.06 21'0 T T -P 0.40 6611 C P -U 0.57 1085 C P -F 0.07 259 T U -F 0.23 68'4 T F -S 0.73 708 C S -R 0.07 24,0 T R -B 0.31 293 T R -Q 0.37 352 C Q -E 0.23 22'0 C E -X 0.29 852 T E -C 0.12 435 T C -X 0.37 1039 C WindLd ----------- Sliders ------------ A -Y 0.01 252 C TL Defl-0.22°lin R -E L/999 LL Defl -0.11° in R -E L/999 Hz Diep LL DL TL at A 0.03° 0.03° 0.05° Shear // Grain ,in T -U 0.20 Plates for each ply each face. it Erg Size Required Plate - MT20 201Ga, Gross Area A 8.0° 1.5° Plate - MT2H 20 Ga, Gross Area P 8.0° I.S. at Type Plt Size X Y JSI C 8.0° 1.5° A MT20 3.0xl2I.0 1.5 0.6 0.41 Y MT20 3.Ox 41.0-0.44.2 0.18 Plus 15 Wind Load Case(s) T MT20' 5.Ox 61.0-0.2 0.5 0.68 Plus 1 LL Load Cereals) U MT20 3.Ox 5,0 Ctr Ctr 0.52 Plus 1 BC LL Load Case(s) V MT20 1.5x 4j.0 Ctr Ctr 0.42 Plus 1 DL Load Case(s) S MT20 3.Ox 51.0 Ctr Ctr 0.40 IS MT20 5.Ox .5.0 Ctr Ctr 0.34 Membr CSI P Its Axl-CSI-Bad Q MT20 3.Ox SLO 0.4-0.2 0.35 ----------Top Chords---------- W MT20 1.5x 4.0 Ctr Ctr 0.44 A -Y 0.02 148 C 0.00 0.02 X MT20 4.Ox 61:0-0.1 Ctr 0.88 Y -T 0.29 294 C 0.04 0.25 H MT20 5.Ox 5t0 Ctr-0.9 0.46 T -U 0.31 265 T 0.03 0.28 P MT20 4Or 9'.0 Ctr Ctr 0.24 U -V 0.20 249 T 0.03 0.17 G MT20 1..5x 4�.0 Ctr Ctr 0.77 V -S 0.17 325 T 0.05 0.12 F MT20 5.0x 84O Ctr 0.8 0.55 S -B 0.19 613 C 0.07 0.12 R MT20 4.Ox 81.0 Ctr Ctr 0.25 B -Q 0.27 595 C 0.07 0.20 E MT20 5.Ox101.0 Ctr 0.7 0.66 Q -W 0.26 720 C 0.06 0.20 D MT20 1.5x 4�.0 Ctr Ctr 0.77 TRUSS WEIGHT: 272.7 LBS C MT20 4.Ox 5.0 Ctr Ctr 0.95 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 OR Loading Soffit psf 2.0 This trues has been designed for 20.0 psf LL on the H.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCB 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Eno Zone location: Exterior .TC Dead Load 6.0 psf BC"Dead Load 6.0 psf Max comp. force 1085 Lba Max tens. force 852 Lba Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert. 6634 February 9,2015 Online PIusT°" ® Copyright MiTek®19962014 Version 30.0.033 Engineering - Portrait 2/9/2016 11:31:03 AM Page 1 Job BRIAN--BLACK Mark D2 Quan' Type Span P1-H1 Left OR Right OR 1 SP 300000 6 1- 4- 0 0 Engineering T6821117 BLACK RES. 13 CAMPBELL ACRES TC HO 1-0-3 o r o 0 0 o w w o 5-3-4 1 10-4-0 1 'N� 18-8-4 0 w 0 I N HO 4-5-3 0 o 0 1 27-10-12 1 5x5- B 5x6 �a 4.243 TC 3x5 10-4-5 3x5-;,N Q 63x5_ 8-0I R 6� O 4x6� 7 8-OH 5x6�i P 2-0-OG SPL M 2-0-OF S3x4 8-OE 8-OD 3x1211 A G L IC D o .66 I J Q M HSx8-_ 4x8= 3x5= E fj 4x5= 5x5- 4X8010.5x411 1.5xW1000 W:800 R:1536 R: 793 R: 418 U: '694 FU: 441 U: 247 5x8= o o fV N O O N O rt O O If N sn Online Plus -- Version 30.0.033 RUN DATE: 09-YEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.51 2x 4 SP-k2 BC 0.29 2x 4 SP-02 CW 0.39 2x 4 SP-#3 WE 0.56 2x 4 SP-03 SL 0.01 2x 8 SP-N1 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 30- 0- 0 or 48.0° 0- 0- 0 30- 0- 0 BC Cont. 0- 0- 0 30- 0- 0 or 72.0" 0. 0- 0 30- 0- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0^ Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Pb F. Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 418 248 U 290 R Q 1536 694 U D 794 442 U 409 R Jt Erg Size Required A 8.0" I.S. Q 8.0e 1.7" D 8.0° 115° Plus 15 Wind Load Case(s) Plus 1 LL Load Casa(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bad ----------Top Chords---------- A -S 0.04 151 C 0.00 0.04 S -M 0.28 332 C 0.00 0.28 M -R 0.30 226 T 0.02 0.28 R -N 0.43 277 T 0.00 0.43 N -B 0.51 575 C 0.07 0.44 B -C 0.24 543 C 0.09 0.16 C -O 0.51 656 C 0.07 0.44 O -P 0.44 586 C 0.05 0.39 --------Bottom Chords--------- 30-0-0 ALL PLATES ARE MT2020 MiTek® Online Plus' APPROX A -I 0.15 493 T 0.07 0.08 I -Q 0.16 488 T 0.07 0.09 Q -H 0.14 73 C 0.00 0.14 G -L 0.26 232 T 0.01 0.25 L -K 0.26 620 T 0.06 0.20 K -F 0.29 697 T 0.05 0.24 E -D 0.03 66 C 0.00 0.03 ---------- chord -Webs ---------- H -G 0.39 18 C 0.00 0.39 G -N 0.27 742 C 0.11 0.16, E -F 0.36 38 T •0.01 0.35 F -O 0.20 512 C 0.00 0.20 ---- --------- Webs ------------- I -M 0.06 210 T M -Q 0.40 661 C Q -R 0.56 1062 C Q -G 0.06 225 T R -G 0.26 806 T N -L 0.13 443 T L -B 0.18 243 T L -C 0.42 390 C K -C 0.05 176 T K -0 0.21 194 C F -P 0.26 847 T F -D 0.11 394 T D -P 0.36 928 C WindLd ----------- Slider s------------ A -S 0.01 280 C TL Defl -0.11° in G -L L/999 LL-Defl-0.05.• in G'-L L/999 Hz Disp LL DL TL Jt A 0.02° 0.02° 0.05° . Shear // Grain in N -B 0.27 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - M72H 26 Ga: Gross Area at Type Plt Size R Y JSI A MT20 3.Oxl2.0 1.5 0.6 0.41 s MT20 3.Ox 4.0-0.4-0.2 0.17 M MT20 5.Ox 6.0-0.2 0.5 0.67 R MT20 3.Ox 5.0 Ctr Ctr 0.58 N MT20 3.Ox 5.0 Ctr Ctr 0.53 B MT20 5.0x 5.0 Ctr-0.1 0.59 C MT20 5.Ox 5.0-1.4 0.5 0.71 O MT20 3.Ox 5.0 Ctr Ctr 0.42 P MT20 4.Ox 6.0-0.1 Ctr 0.79 I MT20 5.0x 5.0 Ctr-0.9 0.46 Q MT20 4.Ox 8.0 Ctr Ctr 0.24 H MT20 S.Sx 4.0 Ctr Ctr 0.77 G MT20 5.0x 8.0 Ctr 0.8 0.62 L MT20 4.Ox 8.0 Ctr Ctr 0.28 K MT20 3.Ox 5.0 Ctr Ctr 0.33 F MT20 5.0x 8.0 Ctr 0.7 0.61 E MT20 1.Sx 4.0 Ctr Ctr 0.77 D MT20 4.Ox 5.0 Ctr Ctr 0.85 TRUSS WEIGHT: 274.1 LBS REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 i REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed. 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Eno Zone location: Exterior TC Dead Load : 6.0 psf BC Dead Load : 6.0 psf Max comp. force 1062 Lbs Max tens. force 847 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Scale: 0.140' = 1' ♦ A� • V 0 39380 ATE '.ir Z A,� o R 1 P `_�: s10N AI E jo% FL Cert. 6634 February 9,2015 Online Pluses ® Copyright M(Teke 1996-2014 Vem(on 30.6.033 Engineering - Portrait 2/9/201511:31:06 AM Page 1 Job B"AN--BLACK Marx El -Quan Type Span P1-H1 Left OH Right OH 1 SP 310800 6 1- 4- 0 1- 4- 0 Engineering T6821118 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 HO 1-0-3 N V' M O O d: -0 r4 It O O o O ri rl to O M CO O •p -0 t0 O O O O d' O O O to 01 C,rl O TC jr-1 1 I t^ 1 7-0-0 1 11-2-6 1 15-4-10 1. 20-0-5 1 24-8-0 1 N 1 1.5x4 II L 5x8 ` 43x'H 3x5- 5x10� 3x4� 6 B i Q, Y C 5x6-- AA 3x4 3x5 � N 4-6-3 Z T 3x5 I -I 4 A 0 11N � N,3X10 II D y v - W I V a v S G 5x5= 5x5= E U 1.5x411 7x10= F 3x5= #7x8= tT 3x5= O H 5x8= 2x411 #4x611 W:1800 W:1800 W:800 R:2269 R:3262 R: 343 1J:1155 U:1668 U: 799 BC1- - - - - - - - - -5 1 ;&4-6-4 1 C, .0 o O rl O o CO0 0 0 to rn 0 r4 N N en 31-8-0 Online Plus -- Version 30.0.033 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- --Lumber ---- TC 0.77 2x 4 SP-#2 BC 0.84 2x 6 SP-01 -- 0.53 2x 6 SP-#2 G -F F -D CW 0.78 2x 4 SP-#2 WB 0.95 2x 4 SP-#3 -- 0.66 2x 4 SP-102 O -G SL 0.09 2x 6 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 8- 0 or 24.0" 0- 0- 0 31- 8- 0 BC Cont. 0- 0- 0 31- 8- 0 or 60.0" 0- 0- 0 31- 8- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0• Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Fb Fc Ft "in TC 1.00 1.00 1.00 1.00 BC 1.00 1.00 1.00 1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 2270 1156 U 119 R F 3263 1669 U D 343 799 U 119 R at Brg Size Required A 8.0• 2.7° F 8.0. 3.7. D 8.0. 1.5" LC# 1 Standard Loading Dur Fctrs - Lbr 1.25 Plt 1.25 pl£ - Dead Live• From To TC V 20 40 0.0' 31.7' BC V 20 0 0.0' 31.7' TC V 168 336 7.1, CL-LB TC V 70 140 9.1' CL-LB TC V 70 140 11.1' CL-LB TC V 70 140 13.1' CL-LB TC V 62 224 15.1' CL-LB BC V 168 0 7.1' CL-LB BC V 70 0 9.1' CL-LB BC V 70 0 11.1' CL-LB BC V 70 0 13.1' CL-LB BC V 62 0 15.1' CL-LB ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR +LOAD ASSIST USED TO CALCULATE LOADS+ Scale:0.139'= 1' MiTek® Online Plus"' APPROX Plus 1 LL Load Cases) Plus 1 DL Load Cases) Membr CSI P Lbs Axl-CSI-Had ----------Top Chords ---------- A -Z 0.72 1980 C 0.03 0.69 Z -1 0.77 3146 C 0.08 0.69 T -B 0.58 3576 C 0.14 0.44 B -0 0.69 3705 C 0.35 0.34 Q -L 0.70 3650 C 0.34 0.36 L -Y 0.59 3661 C 0.34 0.25 Y -C 0.44 1948 C 0.03 0.41 C -N 0.37 282 T 0.06 0.31 N -V 0.64 1995 T 0.41 0.23 V -AA 0.52 1207 T , 0.23 0.29 AA-D 0.42 628 T 0.13 0.29 -------- Bottom'Chords--------- A -S 0.84 2777 T 0.26 0.58 S -J 0.54 2717 T 0.26 0.29 J -0 0.36 3242 T 0.31 0.05 O -H 0.13 448 T 0.04 0.09 G -W 0.53 1940 T 0.28 0.25 W -I 0.06 216 C 0.00 0.06 I -F 0.20 1780 C 0.01 0.19 F -U 0.10 286 C 0.00 0.10 U -D 0.23 990 C 0.00 0.23 ---------- Chord -Webs ---------- H -G 0.78 160 T 0.02 0.76 G -L 0.11 606 C 0.01 0.10 F -11 0.58 3282 C 0.09 0.49 F -N 0.28 2927 C 0.28 0.00 ------------- Webs ------------- S -T 008 477 C T -J 0..21 653 T J -B 0.09 303 T B -O 0.23 705 T O -Q 0.26 791 C O -G 0.66 3291 T Q -G 0.05 97 C G -Y 0.73 2142 T W -Y 0.37 1507 C - W -C 0.95 2751 T I -C 0.47 19i3 C I -N 0.83 2399 T F -V 0.18 941 C F -U 0.13 727 C U -V 0.15 459 T ----------- Sliders ------------ A -Z 0.09 1357 C AA-D 0.08 627 T TL Defl -0.38• in O -H L/803 LL De£1 -0.15• in O -H L1999 Shear // Grain in H -G 0.52 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MIZE 26 Ga, Gross Area Jt Type Plt Size 8. Y JSI A MT20 4.0x18.0 2.0 0.3 0.79 Z 1IT20 3.Ox 4.0 Ctr Ctr 0.52 T MT20 3.Ox 5.0 Ctr Ctr 0.36 Plus 15 Wind Load Case(s) B Nr20 5.Ox 9.0 Ctr-0.1 0.82 Online Plusm ® Copyright MTek(D 1996-2014 Version 30.0.033 Engineering - portrait 2/9/2015 3:19:36 PM Page 1 TRUSS WEIGHT: 284.4 LBS Q MT20 3.Ox 5.0 Ctr Ctr 0.36 L MT20 1.5x 4.0 Ctr Ctr 0.62 Y MT20 3.0x 5.0-1.0 Ctr 0.86 C MT20 S.Ox10.0-1.9-3.6 0.95 N MT20 S.Ox 6.0 0.9-0.4 0.92 V MT20 3.Ox 5.0 Ctr Ctr 0.36 AA MT20 3%Ox 4.0 Ctr Ctr 0.32 D MT20 3.Ox10.0-1.5 0.3 0.55 S MT20 1.5x 4.0 C[r Ctr 0.46 J MT20 3.Ox 5.0 Ctr Ctr 0.34 O MT20 5.Ox 8.0 1.0 Ctr 0.94 H MT20 2.Ox 4.0 Ctr Ctr 0.91 G MT20 7.Ox10.0 Ctr 0.8 0.89 W MT20 5.Ox 5.0 0.5 Ctr 0.95 I MT20 5.Ox 5.0 Ctr Ctr 0.90 F# MT20 7.Ox 9.0 0.1 0.8 0.59 F# MT20 4.Ox 6.0 0.2-0.5 0.96 U MT20 3.Ox 5.0-0.9 Ctr 0.46 # - Plate Monitor used REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL,SPECIFICATIONS. NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 ON Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the H.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height:. 15-0 Exposure Category: C Building Type: Part. Sac Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 3705 Lbs Max tens. force 3291 Lbs Connector Plate Fabrication Tolerance 20% This truss ie designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cent. 6634 February 9,2015 Job Mark 'Quan Type Span P1-Hl Left OH Right OH Engineering BRIAN-BLACK E2 1 SP 310800 6 1- 4-, 0 1- 4- 0 T6821119 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 HO 1-0-3 o d, 1n o o 0 0 o rl y d M c0 0 o o w TC J 1 1 4-6-0 1 9-0-0 1 13-4-10 1 18-0-10 1 22-8-0 1 26-5-12 129-0-14 1 SXq= 3x5. 1.5x411 5x8= B L V C T 6 4x5� 3x5 � N 5-6-3 T 3x5, 8-OG 3x4 _ 4 3x4� 8-0G 3x10 V7 8-OF II X 3x1011 8-0F A D EB U I S J G 4x8= 3x5= E 0 1.5x4 4x8= 6x8= 2x511 3x5= H F 1.5x4 I I 6x8zz W:800 W:800 W:800 R:1148 R:1837 R: 44 U: 598 U: 908 U: 216 r� -31-8-1 n ALL PLATES ARE MT2020 Scale: 0.197' = 1' Online Plus -- Version 30.0.033 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- Lumber---- TC 0.56 2x 4 SP-#2 BC 0.76 2x 4 SP-#2 CW 0.31 2x 4 SP-#3 WE 0.49 2x 4 SP-#3 SL r0.09 2x 6 SP-02 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 8- 0 or 48.0• 0- 0- 0 31- 8- 0 BC Cont. 0- 0- 0 31- 8- 0 or 72.0• 0- 0- 0 31- 8- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Fb Fc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1149 599 U 153 R E 1837 909 U D 45 216 U 153 R Jt Erg Size Required A 8.0. I.S. H 8.0. 2.1• D 8.0• 1.5• Plus 15 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Had ----------Top Chords ---------- A -W 0.55 385 C 0.00 0.55 W -T 0.56 1549 C 0.01 0.55 T -B 0.37 1384 C 0.02 0.35 B -L 0.27 1505 C 0.14 0.13 L -V 0.26 1201 C 0.12 0.14 V -C 0.26 1201 C 0.12 0.14 C -N 0.19 591 C 0.06 0.13 N -Q 0.29 762 T 0.14 0.15 Q -X 0.20 396 T, 0.06 0.14 MiTek® Online Plus' APPROX X -D 0.15 40 T 0.01 0.14 -------- Bottom'Chords--------- A -S 0.76 1418 T 0.24 0.52 S -J 0.42 1418 T 0.24 0.19 J -H 0.15 64 T 0.00 0.15 G -U 0.36 1504 T 0.27 0.09 U -I 0.17 542 T 0.05 0.12 I -F 0.10 684 C 0.00 0.10 E -O 0.06 81 C 0.00 0.06 O -D 0.10 303 C 0.00 0.10 ---------- Chord -Webs ---------- H -G 0.18 62 T 0.01 0.17 G -L 0.15 190 T 0.03 0.12 E -F 0.31 1825 C 0.27 0.04 F -N 0.27 1588 C 0.25 0.02 ------------- Webs------------- S -T 0.03 113 T T -J 0.10 178 C J -B 0.03 118 T J -G 0.40 1220 T B -G 0.15 404 T L -U 0.34 434 C U -V 0.11 293 C U -C 0.36 992 T I -C 0.28 700 C I -N 0.49 1395 T F -Q 0.09 464 C F -O 0.05 230 C O -Q 0.05 174 T ----------- Sliders ------------ A -W 0.09 1308 C 8 -D 0.04 355 T TL Defl -0.20° in S -J L/999 LL Defl -0.08° in S -J L/999 Shear // Grain in A -W 0.33 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.Ox10.0 1.5 0.3 0.68 W MT20 3.Ox 4.0 Ctr Ctr 0.53 T MT20 3.0% 5.0 Ctr Ctr 0.36 B MT20 5.Ox 8.0 Ctr-0.1 0.51 L MT20 3.Ox 5.0 Ctr Ctr 0.33 V MT20 1.5x 4.0 Ctr Ctr 0.46 C MT20 5.0x 8.0 Ctr-0.1 0.49 N MT20 4.Ox 5.0 0.4-0.2 0.85 Q MT20 3.Ox 5.0 Ctr Ctr 0.36 X MT20 3.0x 4.0 Ctr Ctr 0.17 D MT20 3.Ox10.0-1.5 0.3 0.50 S MT20 1.Sx 4.0 Ctr Ctr 0.46 J MT20 4.Ox 8.0 Ctr Ctr 0.70 H MT20 1.5x 4.0 Ctr Ctr 0.77 G MT20 6.0x 8.0 Ctr 1.0 0.50 U MT20 4.Ox 8.0 Ctr Ctr 0.45 TRUSS WEIGHT: 258.8 LBS I MT20 3.Ox 5.0 Ctr Ctr 0.77 F MT20 6.Ox 8.0 0.2 0.9 0.35 E MT20 2.Ox 5.0 Ctr Ctr 0.93 O MT20 3.Ox 5.0 Ctr Ctr 0.33 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: MID-PLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 OR Loading Soffit psf 2.0 This trues has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. end any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: •15-0 Exposure Category: C Building Type:`Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 1825 Lbs Max tens. force 1504 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. I1111?111i1114# BPS A. qZ �4 I� 0 �\ G•E N S e-9 * : 0 39380 �rcc r ' 7ATE .,ass j0 N AL� .�`• 1/1111111 FL Cert. 6634 Online Pius- 0 Copyright MRek01996-2014 Version 30.0.033 Engineering - Portrait 26201511:31:13 AM Page 1 February 9,2015 sob Mark I Quan Type Span P1-H1 Left OH Right OH I Engineering BRIAN--BLACK E3 1 SP 3108 00 6 1- 4 - 0 1- 4 - o T6821120 TC HO 1-0-3 j- 1 5-6-0 1 11-0-0 a 1- 1 16-4-4 1 20-8-0 1 26-5-12 HO 1-0-3 r cn o o 0 0 0 cc O C> O O V> rn o .-a o I ry I °' I M J i Sx8= 3x5= 1.5x4 11 5x8= B L P C 6 3x5i 3x6_ 3x4� 6-6-3 S M 3x4 -�, 3x5_- 8-OG V U 8-OG 8-OF 3x10 II pr 3x10 II 8-OF A D N I R J G 4x8= 3x5= E T 1.5x4 11 4x8=5x10 = 2x511 3x5= H F 1.5x411 6x8- W:800 W:800 W:800 R:1164 R:1758 R: 34 U: 612 U: 823 U: 158 5-6-0 - - c - - 20-6-4 0 -0 - c 0 W C> o rry4 to 31-8)-0 ALL PLATES ARE MT2020 MiTek® Online Plus' APPROX. TRUSS WEIGHT: 269.2 LBS Online Plus -- Version 30.0.033 W -D 0.13 25 T 0.00 0.3.3 I MT20 3.Ox 5.0 Ctr Ctr 0.72 RUN DATE: 09-FEB-15 -------- Bottom'Chords--------- F MT20 6.Ox 9.0 0.2 0.9 0.64 A -R 0.82 1495 T 0.25 0.57 E MT20 2.0x 5.0 Ctr Ctr 0.88 Southern Pine lumber design R -J 0.45 1495 T 0.25 0.20 T MT20 3.0x 5.0 Ctr Ctr 0.33 values are those effective J -H 0.20 57 T 0.00 0.20 06-01-13 by SPIB//ALSC DON G -N 0.31 1298 T 0.23 0.08 REVIEWED BY: CSI -Size- ----Lumber---- N -I 0.22 796 T 0.08 0.14 MiTek Industries, Inc. TC 0.60 2x 4 SP-02 I -F 0.21 485 C 0.00 0.21 6904 Parke East Blvd. BC 0.82 2x 4 SP-ti2 E -T 0.06 142 C 0.00 0.06 Tampa, FL 33610 CW 0.40 2x 4 SP-03 T -D 0.09 2i5 C 0.00 0.09 WE 0.47 2x 4 SP-03 ---------- chord -Webs ---------- REFER TO ONLINE PLUS GENERAL SL 0.09 2x 6 SP-02 H -G 0.15 96 C 0.00 0.15 NOTES AND SYMBOLS SHEET FOR G -L 0.11 169 T 0.00 0.11 ADDITIONAL SPECIFICATIONS. Brace truss as follows: E -F 0.40 1746 C 0.02 0.38 O.C. From To P -M 0.28 1525 C 0.24 0.04 NOTES: TC Cont. 0- 0- 0 31- 8- 0 -------------Webs------------- Trusses Manufactured by: or 48.0- 0- 0- 0 31- 8- 0 R -S 0.04 156 T MID-FLORIDA LUMBER BC Cont. 0- 0- 0 31- 8- 0 S -J 0.29 364 C Analysis Conforms To: or 72.0- 0- 0- 0 31- 8- 0 J -B 0.26 361 C FEC2010 J -G 0.44 1348 T TPI 2007 psf-Ld Dead Live B -G 0.22 684 T OR Loading TC" 10.0 20.0 L -N 0.19 218 C Soffit psf 2.0 BC10.0 0.0 N -P 0.16 275 C This truss has been designed TC+BC 20.0 20.0 N -C 0.27 679 T for 20.0 psf LL on the H.C. Total 40.0 Spacing 24.0• I -C 0.26 449 C in areas where a rectangle Lumber Duration Factor 1.25 I -M 0.47 1350 T 3- 6- 0 tall by Plate Duration Factor 1.25 F -U 0.06 324 C 2- 0- 0 wide Fb Pc Ft Emia F -T 0.04 151 T will fit between the B.C. TC 1.15 1.10 1.10 1.10 T -U 0.04 145 T and any other member. BC 1.10 1.10 1.10 1.10 -----------Sliders------------ Design checked for 10 psf non - A -V 0.09 1345 C concurrent LL on BC. Total Load Reactions (Lbe) W -D 0.03 251 T Wind Loads - ANSI / ASCE 7-10 Jt Down Uplift Horiz- Truss is designed as a Main A 1164 613 U 188 R TL Defl -0.24- in R -J L/999 Wind -Force Resistance System E 1759 823 U LL Defl -0.09- in R -J L/999 - Directional. D 35 158 U 197 R Shear // Grain in A -V 0.35 Wind Speed: 150 mph Risk Category II Jt Erg Size Required Plates for each ply each face. Mean Roof Height: 15-0 A 8.0• I.S. Plate - MT20 20 Ga, Gross Area Exposure Category: C E 8.0° 2.0- Plate - NT2H 20 Go, Gross Area Building Type: Part. Eno D 8.0• 1.5• Jt Type Plt Size X Y JSI Zone location: Exterior A MT20 3.Ox10.0 1.5 0.3 0.71 TC Dead Load x 6.0 Psf Plus 15 Wind Load Casale) V MT20 3.Ox 4.0 Ctr Ctr 0.54 BC Dead Load : 6.0 psf Plus 1 LL Load Case(s) S MT20 3.Ox 5.0 Ctr Ctr 0.36 Max comp. force 1746 Lbs Plus 1 DL Load Case(s) B MT20 S.Ox 8.0 Ctr-0.1 0.58 Max tens. force 1495 Lba L MT20 3.Ox 5.0 Ctr Ctr 0.33 Connector Plate Fabrication Membr CSI P Lbe Axl-CSI-Bad P MT20 S.Sx 4.0 Ctr Ctr 0.46 Tolerance = 20% ----------Top Chords---------- C MT20 S.Ox 8.0 Ctr-0.1 0.49 This truss is designed for a A -V 0.59 407 C 0.00 0.59 M MT20 3.Ox 6.0 0.4-0.2 0.86 creep factor of 1.5 which V -S 0.60 1594 C 0.01 0.59 U MT20 3.Ox 5.0 Ctr Ctr 0.35 is used to calculate total S -B 0.48 1289 C 0.02 0.46 W MT20 3.Ox 4.0 Ctr Ctr 0.16 load deflection. B -L 0.22 1303 C 0.13 0.09 D MT20 3.Ox10.0-1.5 0.3 0.50 L -P 0.24 1176 C 0.13 0.11 R MT20 1.5x 4.0 Ctr Ctr 0.46 P -C 0.26 1176 C 0.13 0.13 J MT20 4.Ox 8.0 Ctr Ctr 0.58 C -M 0.42 S67 C 0.09 0.33 H MT20 1.5x 4.0 Ctr Ctr 0.77 M -U 0.43 563 T 0.21 0.32 G MT20 S.0x10.0 Ctr 0.3 0.49 U -W 0.17 283 T 0.04 0.13 N MT20 4.Ox 8.0 Ctr Ctr 0.3D Scale: 0.151 • = 1' \G�E�N S n• e'9A�o, 4%j ^,0 3938���-e �T E 4� OR I s 0NA1- -_ r1111111 FL Cert. 6634 February 9,2015 Online Rus- ® Copyright Mrrek®1996-2014 Version 30.0.033 Engineering - Portrait 219/201511:31:17 AM Page 1 Job BRIAN-BLACK Mark E4 Quan Type Span P1-H1 Left OR Right OR 1 SP 310800 6 1- 4- 0 1- 4- 0 Engineering T6821121 BLACK RES. 13 CAMPBELL ACRES SO 1-0-3 HO 1-0-3 o a o o m o 11 0 0 0 0 o r1 0 o ro cs o aao 0 0 o m TC J1 1 6-0-4 1 12-2-4 121 18-8-0 1 22-6-0 1 26-5-3.2 1 N 1. 1 3x54 M 5x8= 5x5= H C 3x5 6 1\1N 7-6-3 3x5 -, 4x53x4� L 8-0G 3x4 G 3x5 8-0G V 8-OF ;3xlO 11 W 3x10 11 8-OFA D J I U K G 3x5= 4x8= 3x5= H P 3x5= 5x8= 2x511 3x5= H F 1.5x4 11 5x8= W:8800 W:8800 W:8800 R:1178 R:1891 R: 0 U: 603 U: 878 U: 202 N - - - - - O 0 1 rl .i O ri O co O O O M m rl rl N M 31-8-0 ALL PLATES ARE MT2020 Scale: 0.131'=1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 281.6 LBS Online Plus -- Version 30.0.033 V -L 0.64 1628 C 0.01 0.63 R MT20 3.Ox 5.0 Ctr Ctr 0.36 is used to calculate total RUN DATE: 09-FEB-15 L -M 0.53 1331 C 0.02 0.51 W MT20 3.Ox 4.0 Ctr Ctr 0.17 load deflection. M -B 0.39 1320 C 0.13 0.25 D MT20 3.0x10.0-1.5 0.3 0.50 Southern Pine lumber design B -C 0.39 864 C 0.00 0.39 K MT20 3.Ox 5.0 1.7 0.1 0.95 values are those effective C -N 0.23 947 C 0.10 0.13 H MT20 1.5x 4.0 Ctr Ctr 0.77 06-01-13 by SPIN//ALSC UON N -0 0.20 615 C 0.07 0.13 G MT20 S.Ox 8.0 Ctr 0.6 0.73 CSI -Size- ----Lumber---- 0 -R 0.28 734 T 0.15 0.13 J MT20 3.Ox 5.0 Ctr Ctr 0.43 TC 0.64 2x 4 SP-102 R -W 0.20 376 T 0.06 0.14 I MT20 4.Ox 8.0 Ctr Ctr 0.24 BC 0.85 2x 4 SP-02 W -D 0.15 39 T 0.01 0.14 U MT20 3.Ox 5.0 Ctr Ctr 0.80 CW 0.56 2m 4 SP-k3--------Bottom Chords--------- F MT20 S.Ox 8.0 0.1 0.5 0.49 WB 0.51 2x 4 SP-#3 A -K 0.85 1553 T 0.26 0.59 E MT20 2.Ox 5.0 Ctr Ctr 0.96 SL 0.10 2x 6 SP-N2 K -H 0.34 212 T 0.02 0.32 P MT20 3.Ox 5.0-0.8 Ctr 0.48 G -J 0.42 1240 T 0.22 0.20 Brace truss as follows: J -I 0.36 1159 T 0.21 0.15 REVIEWED BY: O.C. From To I -U 0.21 617 T 0.10 0.11 MiTek Industries, Inc. TC Cont. 0- 0- 0 31- 8- 0 U -F 0.11 657 C 0.00 0.11 6904 Parke East Blvd. or 48.0• 0- 0- 0 31- 8- 0 E -P 0.06 86 C 0.00 0.06 Tampa, FL 33610 BC Cont. 0- 0- 0 31- 8- 0 P -D 0.10 286 C 0.00 0.10 or 72.0• 0- 0- 0 31- 8- 0---------- Chord -Webs ---------- REFER TO ONLINE PLUS GENERAL Continuous Lateral Restraint H -G 0.56 109 T 0.02 0.54 NOTES AND SYMBOLS SHEET FOR req'd at mid -point of webs: G -M 0.08 176 T 0.03 0.05 ADDITIONAL SPECIFICATIONS. B -I E -F 0.35 1879 C 0.09 0.26 Attach CLR with (2)-10d nails F -0 0.26 1624 C 0.24 0.02 NOTES: at each web. -------------Webs------------- Trusses Manufactured by: Refer to SCSI for diagonal K -L 0.05 182 T MID-FLORIDA LUMBER restraint requirements. K -G 0.42 1348 T Analysis Conforms To: L -G 0.31 350 C FBC2010 pef-Ld Dead Live M -J 0.35 453 C TPI 2007 TC 10.0 20.0 J -B 0.31 772 T OH Loading BC 110.0 0.0 B -I 0.18 497 C 1 Br Soffit psf 2.0 TC+BC 20.0 20.0 I -C 0.05 163 T This trues has been designed Total 40.0 Spacing 24.0• I -N 0.16 498 T for 20.0 psf LL on the B.C. Lumber Duration Factor 1.25 U -N 0.30 721 C in areas where a rectangle Plate Duration Factor 1.25 U -0 0.51 1407 T 3- 6- 0 tall by `O % \v` '1 Ph Fc Ft Emia F -R 0.09 468 C 2- 0- 0 wide ,� B.C. /`�% ��Ci•E N$n- TC is 15 1.10 1.10 1.10 F -P 0.04 269 C will fit ,between the '•� ti -•Y �* 40 BC 1.10 1.10 1.10 1.10 P -R 0.05 170 T and any other member. • ,r..+''�~- ', ��s� Bliders------------ Design checked for 10 pef non- 0 39380.,�.,.--rt--',. Total Load Reactions (Lbe) A -V 0.30 1399 C concurrent LL on BC. at Down Uplift Horiz- W -D 0.04 337 T Wind Loads - ANSI / ASCE 7-10 : .�•.•y"" A 1178 604 U 222 R Truss is designed as a Main E 1892 878 U TL Defl -0.31• in K -H L/983 Wind -Force Resistance Systemj_� D 202 U 222 R LL Defl -0.12• in K -H L/999 - Directional. ATE Shear // Grain in A -V 0.38 Wind Speed: 150 mph �,� •, [r, it;0 Brg Size Required Risk Category II �',. A, A 8.0• I.S. Plates for each ply each face. Mean Roof Height: 15-0 E 8.0• 2.1° Plate - MT20 20 Ga, Gross Area Exposure Category: C R (� D 8.0• 1.5• Plate - MT2H 20 Ga, Gross Area Building Type: Part. See �j V �%% Plus 15 Wind Load Case(s) At MT20 310x10z0 1.5 0.3 0.74 TCnDeadcLoadae Exterior Paf �,,�,$f N A; t,��,` Plus 1 LL Load Case(s) V MT20 3.Ox 4.0 Ctr Ctr 0.Max:56 BC Dead Load 6.0 psf Plus 1 BC LL Load Case(s) L MT20 3.Ox 5.0 Ctr Ctr 0.36 comp. force 1879 Lba Plus 1 DL Load Case(s) M MT20 3.Ox 5.0 Ctr Ctr 0.36 Max tens. force 1553 Lba FL Cert. rt. 6634 B MT20 .S.Ox 8.0 Ctr-0.1 0.93 Connector Plate Fabrication Membr CSI P Lbe Axl-CSI-Bnd C MT20 5.0x 5.0 Ctr-0.2 0.55 Tolerance - 20% ----------Top Chords---------- N MT20 3.Ox 5.0 Ctr Ctr 0.36 This truss is designed for a A -V 0.63 396 C 0.00 0.63 0 MT20 4.Ox 5.0 0.4-0.2 0.87 creep factor of 1.5 which February 9,201 5 Online Plus- ® Copyright MiTelM 1996-2014 Version 30.0.033 Engineering - Portrait 219/201511:31:23 AM Page 1 Job Mark Quan Type Span PI -Hi Left OH Right OH I Engineering BRIAN-BLACK E5 1 SP , 310800 6 1- 4- 0 1- 4- 0 T6821122 TC HO 1-0-3 0 dr o 0 o r l 6-0-4 o 0 o to 1 12-2-4 1 HO o 0 0 0 0 b a, 1 'i 1 21-6-0 1 26-5-12 1 N 1-0-3 0 0 0 o o tv 0 w o rl o I °1I O1 5x8= 5x5= 3x5 -, B C I M 3x5 6� R 8-6-3 3x5' 4x5, 3x4z�. 8-OG V L O W 3x5,- 8-OG 3x4 �� U 8-OF 3x1011 3x1011 8-OF A D R G I P 4x8= 3x5= E T 3x5= 5x8= J 2x511 3x5= H 3x5= F 1.5x4 11 6x8zz 00 W:00 W: W:800 R:1156 R:1826 R: 0 U: 605 U:. 865 U: 177 6-0-4 - N rl - - - O - W r1 O o rl b C. O co O O to O b el rl rl N M (+1 31-8-0 ALL PLATES ARE MT2020 Online Plus -- Version 30.0.033 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIN//ALSC UON CSI -Size- ----Lumber----' TC 0.61 2x 4 SP-#2 BC 0.81 2x 4 SP-#2 CW 0.36 2x 4 SP-03 WB 0.65 2x 4 SP-#3 SL 0.10 2x 6 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 31- 8- 0 or 48.0- 0- 0- 0 31- 8- 0 BC Cont. 0- 0- 0 31- 8- 0 or 72.0- 0- 0- 0 31- 8- 0 ps£-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Fb Pc Ft Kin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) at Down Uplift Horiz- MiTekm Online Plus' APPROX W -D 0.14 31 T 0.00 0.14 -------- Bottom,Chords--------- A -H 0.81 IS37 T 0.2S 0.56 R -H 0.33 136 T 0.01 0.32 G -J 0.32 1230 T 0.21 0.11 J -I 0.23 893 T 0.15 0.08 I -P 0.20 751 T 0.12 0.08 P -F 0.14 579 C 0.00 0.14 E -T 0.06 104 C 0.00 0.06 T -D 0.10 249 C 0.00 0.10 ---------- Chord -Webs ---------- B -G 0.36 109 T 0.02 0.34 G -M 0.21 374 T 0.11 0.10 H -F 0.33 1813 C 0.07 0.26 F -0 0.26 1563 C 0.24 0.02 -------------Webs------------- - -L 0.05 184 T R -G 0.42 1409 T L -G 0.30 347 C M -J 0.65 743 C J -B 0.43 706 T B -I 0.33 296 C I -C 0.08 191 T I -R 0.08 277 T P -R 0.29 563 C P -O 0.49 1393 T F -U 0.08 421 C F -T 0.04 167 C T -U 0.05 162 T -----------Sliders------------ - -V 0.10 1364 C W -D 0.03 309 T A 1156 606 U 256 R TL De£1 -0.30" in R -H L/999 B 1826 866 U LL Defl -0.10" in H -H L/999 D 179 U 256 R Shear // Grain, in A -V 0.36 at Brg Size Required Plates for each ply each face. A 8.0° I.S. Plate - MT20 20 Ga, Gross Area E 8.0" 2.1" Plate - MT29 20 Ga, Gross Area D 8.0" 1.5° at Type Plt Size X Y JSI A MT20 3.Ox10.0 1.5 0.3 0.71 Plus 15 Wind Load Case(s) V MT20 3.Ox 4.0 Ctr Ctr 0.55 Plus 1 LL Load Case(s) L MT20 3.Ox 5.0 Ctr Ctr 0.36 Plus 1 DL Load Case(s) M MT20 3.Ox 5.0 Ctr Ctr 0.39 B MT20 S.Ox 8.0 Ctr-0.1 0.52 Membr CSI P Lbs Axl-CSI-Bnd C MT20 5.0x 5.0 Ctr-0.2 0.51 ----------Top Chords---------- R MT20 3.Ox 5.0 Ctr Ctr 0.36 A -V 0.60 382 C 0.00 0.60 O MT20 4.Ox 5.0 0.4-0.2 0.82 V -L 0.61 1581 C 0.01 0.60 U MT20 3.Ox 5.0 Ctr Ctr 0.36 L -M 0.50 1287 C 0.02 0.48 W MT20 3.Ox 4.0 Ctr Ctr 0.17 M -B 0.39 1035 C 0.12 0.27 D MT20 3.Ox10.0-1.5 0.3 0.50 B -C 0.17 857 C 0.11 0.06 R MT20 3.Ox 5.0 1.7 0.1 0.96 C -R 0.35 960 C 0.10 0.25 R MT20 1.Sx 4.0 Ctr Ctr 0.77 R -O 0.33 752 C 0.08 0.25 G MT20 5.0x 8.0 Ctr 0.6 0.52 O -U 0.31 669 T 0.13 0.18 J MT20 3.Ox 5.0 Ctr Ctr 0.39 U -W 0.19 333 T 0.05 0.13 I MT20 4.Ox 8.0 Ctr Ctr 0.29 Online Rus- ® Copyright M7601996-2014 Version 30.0.033 Engineering - Portrait 2r912015 11:31:38 AM Page 1 TRUSS WEIGHT: 290.2 LBS P MT20 3.Ox 5.0 Ctr Ctr 0.76 F MT20 6.Ox 8.0 0.2 0.9 0.44 B MT20 2.Ox 5.0 Ctr Ctr 0.91 T MT20 3.Ox 5.0 Ctr Ctr 0.33 REVIEWED BY. MSTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 ON Loading Soffit ps£ 2.0 This truss has been designed for 20.0 pef LL on the H.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the H.C. and any other member. Design checked for 10 pef non - concurrent LL on BC. Wind Loads - ANSI / ASCH 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 pef BC Dead Load 6.0 Psf Max comp. force 1813 Lbs Max tens. force 1537 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. Scale: 0.119' = 1' �, Pg A. ♦ au 39380 �} - wim {� ATE ON A10 1"��� FL Cert. 6634 February 9,2015 Job Mark Quan Type Span P1-H1 Left ON Right OH Engineering BRIAN-BLACK FI 1 SP 310800 6 1- 4- 0 0 1 T6821123 HO 1-0-3 ! HO 1-0-14 o N1 0 o r4 ri (Q oD TC 5-11-9 1 12-2-4 1151000 1 21-2-2 1 26-5-12 1 110, 1 M f p 5v:5= 8 T 3x5 6 F,;- M 3x5 N 8-11-3 3x5 .:::,' Q 6 4x5� 8-OG L O 8-OG S3x4� 4x8-Q 4.243 8-OF 3x1011 R 8-OF A C D J I R G 4x8= 3x5= E P 3x5= 5x8= 2x511 3x5= T Cant:12 H F #8x12 II 1.5x4 11 5xB= W:800 W:800 W:703 R:1145 R:1911 R: 53 U: 597 U: 915 U: 203 - o cn r1 0 0 r1 C 1 m CD 0 .a N c+: a 31-8-0 ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR Scale:0.116'= V MiTek® Online Plus' APPROX. TRUSS WEIGHT: 264.7 LBS Online Plus -- Version 30.0.033 0 -R 0.36 820 T 0.15 0.21 F 720 5.0x 8.0 0.1 0.5 0.48 RUN DATE: 09-FEB-15 R -C 0.06 78 T 0.01 0.05 E MT20 2.Ox 5.0 Ctr Ctr 0.94 C -C 0.00 4 T P MT20 3.Ox 5.0-0.8 Ctr 0.48 Southern Pine lumber design --------Bottom Chords--------- T# MT20 8.Ox12.0 Ctr 3.6 0.16 values are those effective A -H 0.79 1529 T 0.24 0.55 06-01-13 by SPIN//ALSC UON H -H 0.33 132 T 0.01 0.32 # = Plate Monitor used CSI -Size- ----Lumber---- G -J 0.31 1218 T 0.20 0.11 REVIEWED BY. TC 0.61 2x 4 SP-#2 J -I 0.22 733 T 0.12 0.10 MiTek Industries, Inc. BC 0.79 2x 4 SP-#2 I -F 0.16 675 C 0.00 0.16 6904 Parke East Blvd. CW 0.38 2x 4 SP-#3 E -P 0.04 118 C 0.00 0.04 Tampa, FL 33610 WE 0.73 2x 4 SP-#3 P -T 0.04 346 C 0.00 0.04 -- 0.00 2x 8 SP-#1 T -D 0.00 0 T REFER TO ONLINE PLUS GENERAL T -C---------- Chord -Webs ---------- NOTES AND SYMBOLS SHEET FOR SL 0.09 2x 6 SP-#2 H -G 0.35 110 T 0.02 0.33 ADDITIONAL SPECIFICATIONS. G -M 0.22 371 T 0.11 0.11 Brace truss as follows: B -F 0.38 1893 C 0.08 0.30 NOTES: O.C. From To F -0 0.29 1652 C 0.26 0.03 Trusses Manufactured by: TC Cont. 0- 0- 0 31- 8- 0-------------Webs------------- MID-FLORIDA LUMBER or 48.0° 0- 0- 0 31- 8- 0 R -L 0.05 184 T Analysis Conforms To: BC Cont. 0- 0- 0 31- 8- 0 H -G 0.42 14105 T FBC2010 or 72.0• 0- 0- 0 31- 8- 0 L -G 0.31 351 C TPI 2007 M -J 0.73 768 C OR Loading psf-Ld Dead Live J -B 0.49 608 T Soffit ps£ 2.0 TC 10.0 20.0 J -N 0.07 251 T This truss has been designed , BC 10.0 0.0 I -N 0.30 562 C for 20.0, ps£ LL on the H.C. TC+BC 20.0 20.0 I -0 0.52 1476 T in areas where a rectangle Total 40.0 Spacing 24.0• F -R 0.08 426 C 3- 6- 0 tall by Lumber Duration Factor 1.25 F -P 0.04 257 C 2- 0- 0 wide Plate Duration Factor 1.25 P -R 0.05 1�60 T will fit between the H.C. , Fb PC Ft Emin R -T 0.16 541 T and any other member. TC 1.15 1.10 1.10 1.10 T -C ---- ids C W----d -- Design concurrentchecked LL on HC,Pef non - BC 1.10 1.10 1.10 1.10-----------S11derB---------- S A ^ A -S 0.09 1345 C NOTE: USER MODIFIED PLATES Total Load Reactions (Lbs) This design may have plates ,� • ` �j at Down Uplift Horiz- TL Defl-0.30.• in R -H L/999 selected through a plate `� \O • \G E N I S • q A 1146 598 U 270 R LL Defl -0.10• in A -H L/999 monitor. /` • •�' ..V-t E 1912 916 U Shear // Grain in A -S 0.36 Wind Loads - ANSI / ASCE 7-10,, ,, ,,0 T 53 203 U 264 R Truss is designed as a Main "Q U 3 9 380 J .A Plates for each ply each face. Wind -Force Resistance System •�� at Erg Size Required Plate - MT20 20 Ga, Gross Area - Directional. " A 8.0• 1.5• Plate - MT2H 2,0 Ga, Gross Area Wind Speed: 150 mph � ,. �- E 8.0• 2.2• at Type Plt Size X Y JSI Risk Category�fyM T 7.8• 1.5• A MT20 3.0x10.0 1.5 0.3 0.70 Mean Roof Height: 15-0, S MT20 3Ox 4.0 Ctr Ctr 0.54 Exposure Category: C �•O 5 ATE Plus 15 Wind Load Case(s) L MT20 3..Ox 15.0 Ctr Ctr 0.36 Building Type: Part. Eno ^ T Plus 1 LL Load Case(s) M MT20 3.Ox 15.0 Ctr Ctr 0.39 Zone location: Exterior op�'`,(�� • L O n 1 Q ••��,� Plus 1 DL Load Case(s) B MT20 5.0x 15.0 Ctr Ctr 0.39 TC Dead Load 6.0 psf N MT20 3.0x 5.0 Ctr Ctr 0.36 BC Dead Load 6.0 ps£ �� S� •••••• •`. \ �� MembrCSI--CSI-Bad R MT20 4.Ox �8.0 Ctr Ctr 0.32 Max teas . force 1893 Lbs -- Top Chord-- . force 1529 Lbe A -S 0.60 377 C 0.00 0.60 Connector Plate Fabrication S -L 0.61 1559 C 0.01 0.60 R MT20 3.Ox 5.0 1.7 0.1 0.95 Tolerance = 20% L -M 0.49 1260 C 0.02 0.47 H MT20 1.5x '4.0 Ctr Ctr 0.77 This truss is designed for a FL Cert. 6634 M -B 0.39 934 C 0.11 0.28 G MT20 5.Ox �8.0 Ctr 0.6 0.51 creep factor of 1.5 which B -N 0.40 941 C 0.10 0.30 J MT20 4.Ox!8.0 Ctr Ctr 0.25 is used to calculate total N -0 0.38 740 C 0.08 0.30 I MT20 3.Ox 15.0 Ctr Ctr 0.90 load deflection. Online Plus^+® Copyright MiTek®1996-2014 Version 30.0.033 Engineering - Ponratt 2/9/2015 3:22d4 PM Page 1 February 9 ,2015 Job ' Mark BRIAN-BLACK F2 Quan Type Span P1-H1 Left OH Right OH 1 SP 270804 6 1- 4- 0 0 Engineering T6821124 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 HO 3-2-4 o w o � � o TC6-0-4 1 12-2-4 115-10-0 1 21-1-0 1 26-5-4 1 41 4x4 = T 3x4, 4 6 L 3x4 R 8-11-3 3x4 8-0G K 6x6�3x4 8-0G 3x4 � C T Q 4.243 8-OF 8-OF 3x10 110 A D = P Sx3 11 J G 3x6= 3x4= E 3x4= 5x8= 3x4= Cant:8- 4 H F 1.5x4 11 5x5= W:800 W:� O R:1214 R:1212 II: 627 II: 674 - - a 0 ao ' o n N 27-8-4 ALL PLATES ARE DTT2020 Scale: 0.143' = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 239.2 LES Online Plus -- Version 30.0.033 H -0 0.37 110 T 0.02 0.35 This truss has been designed RUN DATE: 09-FED-IS G -L 0.22 366 T 0.10 ,0.12 for 20.0 pef LL on the B.C. F -C 0.53 1068 C 0.01 0.52 in areas where a rectangle Southern Pine lumber design E -F 0.61 1121 C 0.00 0.61 3- 6- 0 tall by values are those effective -------------Webs------------- 2- 0- 0 wide 06-01-13 by SPIB//ALSC UON J -K 0.05 185 T will fit between the B.C. CSI -Size- ----Lumber---- J -0 0.45 1482 T and any other member. TC 0.67 2x 4 SP-#2 K -0 0.27 310 C Design checked for 10 psf non - BC 0.87 2x 4 SP42 L -I 0.72 758 C concurrent LL on Be. CW 0.61 2x 4 SP43 I -H 0.57 746 T Wind Loads - ANSI / ASCE 7-10 WE 0.72 2x 4 SP-N3 I -R 0.24 237 C Truss is designed as a Main SL 0.10 2x 6 SP42 P -R 0.10 331 C Wind -Force Resistance System P -C 0.36 1013 T - Directional. Brace truss as follows: E -T 0.02 104 C Wind Speed: 150 mph O.C. From To D -T 0.13 27 T WindLd Risk Category II TC Cont. 0- 0- 0 27- 8- 4-----------Sliders------------ Mean Roof Height: .15-0 or 48.0" 0- 0- 0 27- 8- 4 A -U 0.10 1439 C Exposure Category: C Be Cont. 0- 0- 0 27- 8- 4 Building Type: Part. Eno or 84.0" 0- 0- 0 27- 8- 4 TL Defl -0.32" in J -H L/963 Zone location: Exterior LL Defl -0.11" in J -H L/999 TC Dead Load t 6.0 psf psf-Ld Dead Live LL Cant 0.00" in E -D L/999 Be Dead Load 6.0 psf TC 10.0 20.0 Shear // Grain in A -U 0.39 Max comp. force 1674 Lbs Be 10.0 0.0 Max tens. force 1611 Lbs TC+BC 20.0 20.0 Platen for each ply each face. Connector Plate Fabrication Total 40.0 Spacing 24.0" Plate - MT20 20 Go, Gross Area Tolerance - 20% Lumber Duration Factor 1.25 Plate - MT2H 20 Ga, Gross Area This truss is designed for a Plate Duration Factor 1.25 it Type Pit Size X Y JSI creep factor of 1.5 which Fb Fe Ft Emin A MT20 3.0xl0,.0 1.5 0.3 0.76 is used to calculate total TC 1.15 1.10 1.10 1.10 U MT20 3.0x 4.0 Ctr Ctr 0.58 load deflection. Be 1.10 1.10 1.10 1.10 K MT20 3.Ox 4.0 Ctr Ctr 0.47 L MT20 3.Ox 4.0 Ctr Ctr 0.47 Total Load Reactions (Lbs) H MT20 4.Ox 4.0 Ctr Ctr 0.70 it Down Uplift Horiz- R MT20 3.Ox 4.0 Ctr Ctr 0.47 A 1215 628 u 247 R C MT20 6.Ox 6.0-1.2-2.8 0.52 8 1212 675 V 353 R J MT20 3.Ox .0 2.2 Ot 4l 0.99 ♦ O� [� I�, it Erg Size Required H MT20 1.5x 4.0 Ctr Ctr 0.77 _ •C N A 8.0" 1.5" G MT20 5.Ox 8.0 Ctr 0.6 0.54 ♦ •�G C tS ��/// 0 E 8.0" 1.5" I MT20 3.Ox 6.0 Ctr Ctr 0.60 • ••-lam^- P MT20 3.Ox 4.0 Ctr Ctr 0.69 • -^� Plus 15 Wind Load Case(s) F MT20 5.0x 5.0 Ctr 0.8 0.73 0 39 38 Plus 1 LL Load Case(s) E MT20 3.Ox 4.0 Ctr Ctr 0.89 Plus 1 DL Load Case(s) D MT20 1.Ox 3.0 Ctr Ctr 0.88 Membr CSI P Lba Axl-CSI-Bnd REVIEWED BY: �i; %• r ` ----------Top Chords---------- MiTek Industries, Inc. _ �•� = A -U 0.66 405 C 0.00 0.66 6904 Parke East Blvd. i�O•• ATE V -K 0.67 1674 C 0.01 0.66 Tampa, FL 33610 K -L 0.51 1409 C 0.02 0.49 �-•,A`� O },OQ�,•`=,�♦ L -H 0.40 1086 C 0.12 0.28 REFER TO ONLINE PLUS GENERAL �`t`� • /�,� B -R 0.41 1093 C 0.11 0.30 NOTES AND SYMBOLS SHEET FOR s.(1 • • 'N`v R -C 0.40 1093 C 0.10 0.30 ADDITIONAL SPECIFICATIONS. �� v /•••••• •�` C -T 0.09 78 C 0.00 0.09 �,O Y --------Bottom Chords--------- NOTES: A -J 0.87 1611 T 0.26 0.61 Trusses Manufactured by: J -H 0.33 138 T 0.01 0.32 MID-FLORIDA LUMBER G -I 0.35 1338 T 0.23 0.12 Analysis Conforms To: FL Cert. rt. 6634 I -P 0.27 1077 T 0.18 0.09 PSC2010 P -F 0.16 319 T 0.05 0.11 TPI 2007 E -D 0.01 89 C 0.01 0.00 OH Loading ---------- Chord -Webs ---------- Soffit pef 2.0 February 9;2015 Online Plus^' 0 Copyright MiTekC919962014 Version 30.0.033 Engineering -Portrait 2!9/201511:31:58 AM Page 1 Job BRIAN-BLACK Mark F3 Quan Type Span P1-H1 Left OH Right' OH 1 sP 250912 6 1- 4- 0 0 Engineering T6821125 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 o V o :-1 w -0 0 0 TC I HI 'i 6-0-4 1 12-2-4 1 15-10-0 1 21-7-5 4x5= B HO 3-10-11 25-9-12 6_- D 1.5x4 11 H 5x8= 3x6= 3x4= I 1 3x4 = F W:10013 W:800 1.5x411 R:1108 R:1173 U: 588 U: 606 25-9-12 ALL PLATES ARE MT2020 Scale: 0.206' = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 220.5 LHS Online Plus -- Version 30.0.033 D -D 0.13 103 T 0.00 0.13 in areas where a rectangle RUN DATE: 09-FEB-15---------- Chord -webs ---------- 3- 6- 0 tall by F -E 0.38 109 T 0.02 0.36 2- 0- 0 wide Southern Pine lumber design E -J 0.20 361 T 0.10 0.10 will fit between the B.C. values are those effective -------------Webs------------- and any other member. 06-01-13 by SPIB//ALSC UON H -I 0.05 188 T Design checked for 10 psf non- CSI -Size- ----Lumber---- H -E 0.45 1419 T concurrent LL on BC. TC 0.63 2x 4 SP-02 I -E 0.29 329 C Wind Loads - ANSI / ASCE 7-10 BC 0.83 2x 4 SP42 J -L 0.71 742 C Truss is designed as a Main CW 0.38 2x 4 SP43 L -B 0.46 645 T Wind -Force Resistance System WE 0.71 2x 4 SP43 L -C 0.10 210 T - Directional. SL 0.10 2x 6 SP42 G -C 0.30 609 C Wind Speed: 150 mph G -K 0.35 984 T Risk Category II Brace truss as follows: D -K 0.29 1037 C WindLd 'Mean Roof Height: •15-0 O.CFrom TO -----------Sliders------------ Exposure Category: C TC Cont:. 0- 0- 0 25- 9_-12 A -M 0.10 1384 C Building Type: Part. Enc or 48.0" 0- 0- 0 25- 9-12 Zone location: Exterior BC Cont. 0- 0- 0 25- 9-12 TL Defl-0.301' in H -F L/968 TC Dead Load 6.0 psf or 84.0" 0- 0- 0 25- 9-12 LL Defl -0.10" in H -F L/999 BC Dead Load 6.0 psf Shear // Grain in A -M 0.37 Max comp. force 1606 Lbs psf-Ld Dead Live Max tens. force 1550 Lbs TC 10.0 20.0 Plates for each ply each face. Connector Plate Fabrication BC 10.0 0.0 Plate - Nr20 20 Ga, Gross Area Tolerance = 20% TC+BC 20.0 20.0 Plate - MT2H 20 Ga, Gross Area This truss is designed for a Total 40.0 Spacing 24.0" Jt Type Plt Size X Y JSI creep -factor of 1.5 which Lumber Duration Factor 1.25 A MT20 3.0x10.0 1.5 0.3 0.73 is used to calculate total Plate Duration Factor 1.25 M MT20 3.Ox 4.0 Ctr Ctr 0.56 load deflection. Fb Fc Ft Emin I MT20 3.Ox 4.0 Ctr Ctr 0.47 TC 1.15 1.10 1.10 1.10 J MT20 3.Ox 4.0 Ctr Ctr 0.47 BC 1.10 1.10 1.10 1.10 B MT20 4.Ox 5.0 Ctr Ctr 0.70 C MT20 4.Ox 6.0 Ctr Ctr 087 Total Load Reactions (Lbs) K MT20 3.Ox 6.0 Ctr Ctr.0:99 CC t Down Uplift6H243 4.0 Ctr t77 R B MT20 5.Ox .0 Ctr O6 0. D1174 07 U OOOOO�rj• A. ry�,nn♦♦♦,♦ t7 L MT20 3.Ox 6.0 Ctr Ctr 0.60 000 ••��Ci E N S�.!�/1*♦�, Jt Erg Size Required G MT20 3.Ox 4.0 Ctr Ctr 0.71 : • •y t:. A 8.0" 1.5" D, MT 1.5x 4.0 Ctr Ctr 0.62 D 12.811 1.51- * 0 3938800 REVIEWED Plus 15 Wind Load Case(s) MiTek industries, tries, Inc. Plus 1 LL Load Case(s) 6904 Parke East Blvd. Plus 1 DL Load Case(s) Tampa, FL 33610 Membr CSI P Lbs Axl-CSI-Bnd REFER TO ONLINE PLUS GENERAL ,�•�• J ATE :�4; --------- To Chords---------- NOTES AND SYMBOLS SHEET FOR A -M 0.62 P389 C 0.00 0.62 ADDITIONAL SPECIFICATIONS. �I♦�.t� •,�� O R ,Q P •• \=,�O M -I 0.63 1606 C 0.01 0.62 t� /•,� I♦♦ (� . \G. ,O I -J 0.51 1325 C 0.02 0.49 NOTES: ♦ S •••N•�I�� • \ O B -C 0.47 1010 C 0.11 0.36 Trusses MID-FLORIDAaLUMBER ctured by. ♦,,� JO,11 C -K 0.25 794 C 0.08 0.17 Analysis Conforms To: - --------Bottom Chords--------- FBC2010 A -H 0.83 1550 T 0.25 0.58 TPI 2007 FL Cert. rt. 6634 H -F 0.33 139 T 0.01 0.32 -OH Loading E -L 0.35 1260 T 0.22 0.13 Soffit psf 2.0 L -G 0.27 846 T 0.14 0.13 ,i This truss has been designed G -D 0.13 242 T 0.02 0.11 for 20.0 psf LL on the B.C. February 9,2 015 Online Plus- 0 Copyright MTekO 1996.2014 Version 30.0.033 Engineering - Portrait 2/9/2015 11:31:59 AM Page 1 Job BRIAN-BLACK Mark F4 Quan Type Span PI -HI Left OH Right OH 1 SP 230912 6 1- 4- 0 0 Engineering T6821126 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 o w o rl w w 0 0 TC I 'i 1 6-11-13 8-11-3 8-0E 8-OE 8-OD o to 0 0 o rn to io 14-1-6 23-9-12 6 4x4= B 4x6_ lx3 11 n HO 5-3-11 6z� D 1.5x4 II H E 3x8= W:308 W:900 3x4 = 5x8= R:1023 R:1088 F U: 545 IIi 559 1.5x4ll 2a-o-12 ALL PLATES ARE MT2020 MiTek® Online Plus' APPROX. TRUSS WEIGHT: 219.9 LBS Online Plus -- Version 30.0.033 G -D 0.32 292 T 0.00 0.32 RUN DATE: 09-FED-15 ---------- Chord -webs ---------- F -E 0.44 121 T 0.02 0.42 Southern Pine lumber design E -J 0.38 537 C 0.31 0.07 values are those effective -------------Webs------------- 06-01-13 by SPIB//ALSC UON H -I 0.06 211 T CSI -Size- ----Lumber---- H -E 0.54 1250 T TC 0.74 2x 4 SP42 I -E 0.67 567 C BC 0.72 2x 4 SP42 E -B 0.83 955 T CW 0.44 2x 4 SP43 B -G 0.30 341 T WE 0.83 2x 4 SP43 G -C 0.63 593 C SL 0.09 2x 6 SP42 G -K 0.49 902 T D -K 0.54 966 C WindLd Brace truss as follows: ----------- Sliders ------------ O.C. From To A -L 0.09 1292 C TC Cont. 0- 0- 0 23- 9-12 or 48.0" 0- 0- 0 23- 9-12 TL Defl -0.34e in H -F L/814 BC Cont. 0- 0- 0 23- 9-12 LL Defl-0.131' in H -F L/999 or 90.0a 0- 0- 0 23- 9-12 Shear // Grain in A -L 0.33 psf-Ld Dead Live Plates for each ply each face. TC 10.0 20.0 Plate - MT20 20 Ga, Gross Area BC 10.0 0.0 Plate - MT2H 20 Ga, Gross Area TC+BC 20.0 20.0 at Type Plt Size 8 Y JSI Total 40.0 Spacing 24.0r' A MT20 3.0x10.0 1.5 0.3 0.66 Lumber Duration Factor 1.25 L MT20 3.Ox 4.0 Ctr Ctr 0.52 Plate Duration Factor 1.25 I MT20 3.Ox 4.0 Ctr Ctr 0.47 Fb Fc Ft Emin I J MT20 1.Ox 3.0 Ctr Ctr 0.89 TC 1.15 1.10 1.10 1.10 B MT20 4.0x 4.0 Ctr Ctr 0.72 BC 1.10 1.10 1.10 1.10 C MT20 4.Ox 6.0 Ctr Ctr 0.97 K MT20 3.Ox 6.0 Ctr Ctr 0.93 Total Load Reactions (Lbs) H MT20 3.Ox 4.0 1.7 0.1 0.85 it Down Uplift Horiz- F MT20 1.5x 4.0 Ctr Ctr 0.77 A 1089 559 U 233 R E MT20 5.0x 8.0 Ctr 0.8 0.60 D 1024 546 U 367 R G MT20 3.Ox 8.0 1.4 Ctr 0.67 D MT20 1.5x 4.0 Ctr Ctr 0.61 it Brg Size Required A 8.0n 1.511 REVIEWED BY: D 3.51' 1.5" MiTek Industries, Inc. 6904 Parke East Blvd. Plus 15 Wind Load Case(s) Tampa, FL 33610 Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR Membr CSI P Lbs Axl-CSI-Bnd ADDITIONAL SPECIFICATIONS. -Top Chords ---------- * -L 0.55 369 C 0.00 0.55 NOTES: L -I 0.56 1444 C 0.01 0.55 Trusses Manufactured by: I -J 0.54 959 C 0.09 0.45 MID-FLORIDA LUMBER J -B 0.50 1104 C 0.13 0.37 Analysis Conforms To: B -C 0.28 887 C 0.12 0.16 FBC2010 C -K 0.74 773 C 0.01 0.73 TPI 2007 --------Bottom Chords--------- OB Loading A -H 0.72 1408 T 0.23 0.49 Soffit psf 2.0 H -F 0.41 163 T 0.01 0.40 This truss has been designed E -G 0.36 694 T 0.08 0.28 for 20.0 psf LL on the B.C. Online Pius- 0 Copyright KTekO 1996.2014 Version 30.0.033 Engineering - Portrait 219/201611:32:03 AM Pagel Scale: 0.186' = 1' in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: .15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 1444 Lbs Max tens. force 1408 Lbs Connector Plate Fabrication Tolerance v 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert. 6634 February 9,2015 Job BRIAN-BLACK Mark FS Quan 1 Type SP Span 210402 PI -El Left OH Right OH 6 1- 4- 0 0 Engineering T6821127 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 HO 6-10-10 o w 0 o yr �: o TCj- 1 1 4-3.1-3 1 9-10-6 1 14-11-5 1- 1 21-4-2 4x4 = Q 4.246 3x4 .-,7, B & 3x6:�- L 3x4 J 9-3-3 6 8-OD 4x6 8-0D 3x4 SPLI 8-OC 3x10 I lM A C F 1.5x411 H G D 4x6= W:703 W:800 1x311 4x6= 5x8= R: 957 R: 974 E U: 497 U: 496 1.5x411 - -lb-1-1N - - rl I O l0 21-4-2 ALL PLATES ARE MT2020 Scale: 0.160' =1' MiTekO Online Plus' APPROX. TRUSS WEIGHT: 212.6 LBS Online Plus -- Version 30.0.033 A -H 0.62 1247 T 0.20 0.42 RUN DATE: 09-FEB-15 H -G 0.34 1247 T 0.20 0.14 G -E 0.20 128 T 0.01 0.19 Southern Pine lumber design D -F 0.24 581 T 0.10 0.14 values are those effective F -C 0.14 369 T 0.00 0.14 06-01-13 by SPIB//ALSC UON ---------- Chord -Webs ---------- CSI -Size- ----Lumber---- E -D 0.34 78 T 0.01 0.33 TC 0.45 2x 4 SP-((2 D -K 0.15 514 T 0.15 0.00 BC 0.62 2x 4 SP42 ------------- Webs ------------- CW 0.34 2x 4 SP43 H -I 0.04 131 T WB 0.82 2x 4 SP43 I -0 0.17 279 C SL 0.08 2x 6 SP42 G -J 0.07 244 T G -D 0.27 891 T Brace truss as follows: J -D 0.57 604 C O.C. From To K -F 0.82 707 C TC Cont. 0- 0- 0 21- 4- 2 F -B 0.22 216 T or 48.0" 0- 0- 0 21- 4- 2 F -L 0.37 778 T BC Cont. 0- 0- 0 21- 4- 2 C -L 0.82 920 C WindLd 1 Br or 96.0" 0- 0- 0 21- 4- 2 -----------Sliders------------ Continuous Lateral Restraint A -M 0.08 1090 C req'd at mid -point of webs: C -L TL Defl -0.15" in H -G L/999 Attach CLR with (2)-10d nails LL Defl -0.06" in H -G L/999 at each web. Shear // Grain in A -M 0.27 Refer to BCSI for diagonal restraint requirements. Plates for each ply each face. Plate - MT20 20 Ga, Gross Area psf-Ld Dead Live Plate - MT2H 20 Gal Gross Area TC 10.0 20.0 at Type Plt Size X Y JSI BC 10.0 0.0 A MT20 3.0x10.0 1.5 0.3 0.57 TC+BC 20.0 20.0 M MT20 3.Ox 4.0 Ctr Ctr 0.44 Total 40.0 Spacing 24.0" I MT20 4.Ox 6.0 0.4 1.4 0.65 Lumber Duration Factor 1.25 J MT20 3.Ox 4.0 Ctr Ctr 0.47 Plate Duration Factor 1.25 K MT20 3.Ox 4.0 Ctr Ctr 0.47 Fb Pc Ft Emin B MT20 4.Ox 4.0 Ctr Ctr 0.72 TC 1.15 1.10 1.10 1.10 L MT20 3.Ox 6.0 Ctr Ctr 0.92 BC 1.10 1.10 1.10 1.10 H MT20 1.0x 3.0 Ctr Ctr 0.91 G MT20 4.Ox 6.0 Ctr Ctr 0.62 Total Load Reactions (Lbs) E MT20 1.5x 4.0 Ctr Ctr 0.77 at Down Uplift Horiz- D MT20 5.0x 8.0 Ctr 0.6 0.44 A 975 497 U 230 R F MT20 4.Ox 6.0 Ctr Ctr 0.63 C 957 497 U 426 R C MT20 1.5x 4.0 Ctr Ctr 0.56 at Brg Size Required REVIEWED BY: A 8.0" 1.5" MiTek Industries, Inc. C 7.2- 1.5'. 6904 Parke East Blvd. Tampa, FL 33610 Plus 15 Wind Load Case(s) Plus 1 LL Load Case(s) REFER TO ONLINE PLUS GENERAL Plus 1 DL Load Case(s) NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- NOTES: A -M 0.44 316 C 0.00 0.44 Trusses Manufactured by: M -I 0.45 1273 C 0.01 0.44 MID-PLORIDA LUMBER I -J 0.36 1026 C 0.09 0.27 Analysis Conforms To: J -K 0.34 647 C 0.07 0.27 PBC2010 X -B 0.21 517 C 0.07 0.14 TPI 2007 B -L 0.33 485 C 0.07 0.26 OH Loading --------Bottom Chords--------- Soffit psf 2.0 Thia truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: •15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 1273 Lbs Max tens. force 1247 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. iAefq 1,f..�4 %�%%,Z•�� G•E N 8 <e� -��� '0 39380 a ATE '�♦ 5 O N AI FL Cert. 6634 February 9,2015 Online Plusm 0 Copyright MTek,91996-2014 Version 30.0.033 Engineering - Portrait 2,5/2015 11:32:06 AM Page 1 aob Mark Quan Type Span Pi -Hi Left OH Right OH Cngineering BRIAN-BLACK I F6 1 SP 190402 4.243 0 0 T6821128 HO 1-2-2 1 HO 8-3-10 N O O d' � O TC1 14 1 7-11-6 1 14-9-13 117-4-0 Q 4.246 4x4= C 3x6z:� 9-8-3 8-OE 8-OR 8-OD 4.243 3x L A 1.5sA 11 I H 3x4= 4x6= fl W:800 R: 860 U: 409 D 2x411 E 4x6= 5x8= fl F W:703 1.5x411 R: 916 U: 459 aD N O O ri w •i O 01 19-4-2 ALL PLATES ARE MT2020 MiTekO Online Plus' APPROX. TRUSS WEIGHT: 205.4 LBS Online Plus -- Version 30.0.033 A -I 0.17 243 T 0.00 0.17 RUN DATE: 09-FEB-15 I -H 0.42 895 T 0.08 0.34 H -F 0.35 104 T 0.00 0.35 Southern Pine lumber design E -G 0.17 470 T 0.07 0.10 values are those effective G -D 0.09 476 T 0.07 0.02 06-01-13 by SPIB//ALSC UON ----------- Chord -Webs ---------- CSI -Size- _-Lumber---- P -E 0.28 107 T 0.02 0.26 TC 0.61 2x 4 SP-*2 E -X 0.20 503 T 0.15 0.06 BC 0.42 2x 4 SP-#2 ------------- Webs ------------- CW 0.28 2x 4 SP-#3 A -L 0.14 887 C WindLd WB 0.84 2x 4 SP43 L -I 0.33 989 T -- 0.74 2x 4 SP-*2 I -B 0.13 642 C D -M B -H 0.07 257 T H -J 0.07 244 T Brace truss as follows: H -E 0.33 941 T O.C. From To J -E 0.84 706 C TC Cont. 0- 0- 0 19- 4- 2 X -G 0.28 849 C 1 Br or 48.0" 0- 0- 0 19- 4- 2 G -C 0.29 201 C BC Cont. 0- 0- 0 19- 4- 2 G -M 0.42 794 T or 108.0" 0- 0- 0 19- 4- 2 D -M 0.74 900 C WindLd 1 Br Continuous Lateral Restraint req'd at mid -point of webs: TL Defl -0.18" in H -F L/999 E -G D -M LL Defl -0.08" in H -F L/999 Attach CLR with (2)-30d nails Shear // Grain in B -J 0.28 at each web. Refer to SCSI for diagonal Plates for each ply each face. restraint requirements. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area psf-Ld Dead Live at Type Plt Size X Y JSI TC 10.0 20.0 L MT20 3.Ox 6.0 Ctr Ctr 0.85 BC 10.0 0.0 B MT20 4.Ox 6.0 Ctr Ctr 0.97 TC+BC 20.0 20.0 J MT20 3.Ox 4.0 Ctr Ctr 0.47 Total 40.0 Spacing 24.0" R MT20 3.Ox 4.0 Ctr Ctr 0.47 Lumber Duration Factor 1.25 C MT20 4.Ox 4.0 Ctr Ctr 0.58 Plate Duration Factor 1.25 M MT20 3.Ox 6.0 Ctr Ctr 0.64 Fb Fc Ft Emin A MT20 1.5x 4.0 Ctr Ctr 0.39 TC 1.15 1.10 1.10 1.10 I MT20 3.Ox 4.0 Ctr Ctr 0.69 BC 1.10 1.10 1.10 1.10 H MT20 4.Ox 6.0 Ctr Ctr 0.63 F MT20 1.5x 4.0 Ctr Ctr 0.77 Total Load Reactions (Lbs) E MT20 S.Ox 8.0 Ctr 0.7 0.48 at Down Uplift Horiz- G MT20 4.Ox 6.0 Ctr Ctr 0.76 A 861 410 U 271 R D MT20 2.Ox 4.0 Ctr Ctr 0.39 D 917 460 U 502 R ' REVIEWED BY: at Brg Size Required MiTek Industries, Inc. A 8.0'. 1.5'. 6904 Parke East Blvd. D 7.2" 1.5" Tampa, PL 33610 Plus 15 Wind Load Case(s) REFER TO ONLINE PLUS GENERAL Plus 1 LL Load Case(s) NOTES AND SYMBOLS SHEET FOR Plus 1 DL Load Case(s) ADDITIONAL SPECIFICATIONS. Membr CSI P Lbs Axl-CSI-Bnd NOTES: ----------Top Chords---------- Trusses Manufactured by: L -B 0.20 667 C 0.04 0.16 MID-FLORIDA LUMBER B -J 0.61 1016 C -0.08 0.53 Analysis Conforms To: J -R 0.57 544 C 0.05 0.52 FBC2010 K -C 0.34 356 T 0.05 0.29 TPI 2007 C -M 0.09 332 T 0.05 0.04 This truss has been designed --------Bottom Chords--------- for 20.0 psf LL on the B.C. Online Plusm ® Copyright tATek®1996-2014 Version 30.0.033 Erginee6ng • Portrait 2191201611:32:10 AM Page 1 Scale: 0.166' =1' in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: .15-0 Exposure Category: C Building Type: Part. Eno Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 1016 Lbs Max tens. force 989 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. ♦♦�O�PS A. nsi V �I ,�.• \G•ENS* ,q'i o * : O 39380 '- ATE i.0 &/O N A- E CG �♦ FL Cert. 6634 February 9,2015 sob BRIAN-BLACK Mark F% Quan 1 Type SP Span 151102 P1-H1 4.243 Left OH Right OH 0 0 Engineering T6821129 BLACK RES. 13 CAMPBELL ACRES HO 2-4-10 HO 9-8-4 TCJ 4-6-4 1 10-0-15 1 15-11-2 1 lx3 11 C 6 3x4 G 9-8-4 4.243 4x5 B 3x6 H A ED I D 1.5x411 F E 3x4= 3x4= 3x4= W:10012 W:703 R: 693 R: 840 II: 319 II: 397 15-11_2 ALL PLATES ARE MT2020 Scale: 0.216' = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 138.4 LBS Online Plus -- version 30.0.033 H -B 0.22 676 C 0.05 0.17 2- 0- 0 wide RUN DATE: 09-DEB-15 B -G 0.45 493 C 0.05 0.40 will fit between the B.C. G -C 0.43 192 T 0.00 0.43 and any other member. Southern Pine lumber design --------Bottom Chords--------- Design checked for 10 psf non - values are those effective A -F 0.14 218 T 0.00 0.14 concurrent LL on BC. 06-01-13 by SPIB//ALSC IION F -E 0.32 756 T 0.12 0.20 Wind Loads - ANSI / ASCE 7-10 CSI -Size- ----Lumber---- E -D 0..30 514 T 0.09 0.21 Truss is'designed as a Main TC 0.45 2x 4 SP42-------------Webs------------- Wind -Force Resistance System BC 0.32 2x 4 SP-#2 A -H 0.16 655 C WindLd - Directional. WB 0.30 2x 4 SP43 H -F 0.25 664 T Wind Speed: 150 mph F -B 0.06 206 C Risk Category II Brace truss as follows: B -E 0.24 284 C Mean Roof Height: 15-0 O.C. From To E -G 0.11 345 T Exposure Category: C TC Cont. ' 0- 0- 0 15-11- 2 G -D 0.30 809 C 1 Br Building Type: Part. Enc or 48.0° 0- 0- 0 15-11- 2 D -C 0.20 175 C WindLd 1 Br Zone location: Exterior BC Cont. 0- 0- 0 15-11- 2 TC Dead Load 6.0 psf or 120.0a 0- 0- 0 15-11- 2 TL Defl -0.08a in E -D L/999 BC Dead Load 6.0 psf Continuous Lateral Restraint LL Defl -0.041 in E -D L/999 Max comp, force 809 Lbs req'd at mid -point of webs: ! Shear // Grain in G -C 0.25 Max tens. force 756 Lbs G -D D -C Connector Plate Fabrication Attach CLR with (2)-10d nails Plates for each ply each face. Tolerance - 20% at each web. Plate - MT20 20 Ga, Gross Area This truss is designed for a Refer to BCSI for diagonal Plate - MT2H 20 Ga, Gross Area creep factor of 1.5 which restraint requirements. Ut Type Plt Size X Y JSI is used to calculate total H MT20 3.Ox 6.0 Ctr Ctr 0.62 load deflection. psf-Ld Dead Live B MT20 4.Ox 5.0 Ctr Ctr 0.80 TC 10.0 20.0 G MT20 3.Ox 4.0 Ctr Ctr 0.31 BC 10.0 0.0 C MT20 1.0x 3.0 Ctr Ctr 0.69 TC+BC 20.0 20.0 A MT20 1.5x 4.0 Ctr Ctr 0.36�, Total 40.0 Spacing 24.0e F MT20 3.Ox 4.0 Ctr Ctr 0.48 `��-np,S A, q J, Lumber Duration Factor 1.25 E MT20 3.Ox 4.0 Ctr Ctr 0.27 %� \v`•.•• �e �j Plate Duration'Factor 1.25 D MT20 3.Ox 4.0 Ctr Ctr 0.66 �j.0 C, E N,S+• y �i Fb Fc Ft Emin A,` •••�� F��• �%' �i TC 1.15 1.10 1.10 1.10 REVIEWED BY: BC 1.10 1.10 1.10 1.10 MiTek Industries, Inc. 0 3 9 3 8 Q- 6Parke East Blvd. Total Load Reactions (Lbs) Tampa, a, FL 33610 Jt Down Uplift Horiz- A 693, 319 II 284 R REFER TO ONLINE PLUS GENERAL D 840 397 II 542 R NOTES AND SYMBOLS SHEET FOR i . ATE :• ADDITIONAL SPECIFICATIONS. j �•' �� Jt Brg Size Required �j T•� O P • e,� A 12.8" 1.5° NOTES: �I �• . 0 R ` !••`�\' N Plus 12 Wind Load Case(s) AnalysisIDA LU BER ,` Plus 1 LL Load Case(s) FBC2010 Plus 1 BC LL Load Case(s) TPI 2007 Plus 1 DL Load Case(s) This truss has been designed F L Cert. rt. 6634 for 20.0 psf LL on the B.C. Membr CSI P Lbs Axl-CSI-Bnd in areas where a rectangle -------- Top Chords---------- 3- 6- 0 tall by February 9,2015 ONine Plus- 0 copyright MiTekO 1996.2014 Version 30.0.033 Engineering - Portrait 219/201511:32:13 AM Page 1 sob Mark Quan Type Span P1-H1 Left OR Right OR Engineering BRIAN-BLACK F'8 1 SP 111102 4.243 0 0 T6821130 BLACK RES. 13 CAMPBELL ACRES MiTekO Online Plus' APPROX. TRUSS WEIGHT: 107.6 LBS Online Plus -- Version 30.0.033----------Top Chords---------- Design checked for 10 psf non - RUN DATE: 09-FEB-15 F -B 0.75 290 C 0.00 0.75 concurrent LL on BC. B -C 0.27 182 T 0.00 0.27 Wind Loads - ANSI / ASCE 7-10 Southern Pine lumber design --------Bottom Chords--------- Truss is designed as a Main values are those effective A -E 0.36 188 T 0.00 0.36 Wind -Force Resistance System 06-01-13 by SPIB//ALSC UON E -D 0.33 322 T 0.03 0.30 - Directional. CSI -Size- ----Lumber-----------------Webs------------- Wind Speed: 150 mph TC 0.75 2x 4 SP42 A -F 0.25 416 C WindLd Risk Category II BC 0.36 2x 4 SP42 F -E 0.11 292 T Mean Roof Height: 15-0 WB 0.60 2x 4 SP43 E -B 0.06 197 T Exposure Category: C B -D 0.60 563 C Building Type: Part. Enc Brace truss as follows: D -C 0.15 132 C WindLd 1 Br Zone location: Exterior O.C. From To TC Dead Load 6.0 psf TC Cont. 0- 0- 0 11-11- 2 TL Defl-0.171, in A -E L/724, BC Dead Load 6.0 psf or 48.01, 0- 0- 0 11-11- 2 LL Defl-0.0811 in A -E L/999 Max comp. force 563 Lbs BC Cont. 0- 0- 0 11-11- 2 Shear // Grain in F -B 0.29 Max tens. force 380 Lbs or 120.011 0- 0- 0 11-11- 2 ! Connector Plate Fabrication Continuous Lateral Restraint Plates for each ply each face. Tolerance = 20% regld at mid -point of webs: Plate - MT20 20 Ga, Gross Area This truss is designed for a D -C Plate - MT2H 20 Ga, Gross Area creep factor of 1.5 which Attach CLR with (2)-10d nails it Type Plt Size X Y JSI is used to calculate total at each web. F MT20 3.Ox 5.0 Ctr Ctr 0.69 load deflection. Refer to BCSI for diagonal B MT20 4.Ox 8.0 Ctr Ctr 0.91 restraint requirements. C MT20 1.Ox 3.0 Ctr Ctr 0.45 A MT20 1.5x 4.0 Ctr Ctr 0.28 psf-Ld Dead Live E MT20 3.Ox 3.0 Ctr Ctr 0.28 TC 10.0 20.0 D MT20 3.Ox 3.0 Ctr Ctr 0.87 ,�0111111// BC 10.0 0.0 -.% TC+BC 20.0 20.0 REVIEWED BY: A • q� Total 40.0 Spacing 24.01, MiTek Industries, Inc. Lumber Duration Factor 1.25 6904 Parke East Blvd. ♦♦♦ `�Ns* F'���,'�i Plate Duration Factor 1.25 Tampa, FL 33610 ♦ ;'!"•'- Fb Fc Ft Emin ' 0 9 8'� TC 1.15 1.10 1.10 1.10 REFER TO ONLINE PLUS GENERAL ;•; BC 1.10 1.10 1.10 1.10 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Total Load Reactions (Lbs) ;, 1-• 1 •rir d it Down Uplift Horiz- NOTES: A 477 230 U 297 R Trusses Manufactured b AT E .`� y• D 609 347 U 477 R MID-FLORIDA LUMBER i�,n•'.•�` Analysis Conforms TO: 0 R I O•.• \ �� it Brg Size Required FBC2010 ��jSS "•• � D 17.21, 1.511 This truss has been designed ,',���ONA1 E,,,, for 20.0 psf LL on the B.C. Plus 12 Wind Load Case(s) in areas where a rectangle Plus 1 LL Load Case(s) 3- 6- 0 tall by FL Cert. 6634 Plus 1 DL Load Case(s) 2- 0- 0 wide will fit between the B.C. Membr CSI P Lbs Axl-CSI-Bnd and any other member. February 9,2015 Online Plusm ® Copyright MTOM 1996-2014 Version 30.0.033 Engineering • Portrait 2191201511:32:16 AM Page 1 sob Mark BRIAN-BLACK F9 Quan Type Span P1-H1 Left OH Right OH 1 SP 71102 4.243 0 0 Engineering T6821131 BLACK RES. 13 CAMPBELL ACRES 7-10-5 HO 5-2-9 HO 7-10-5 N N O O N ri O .-I TC I 7-0-8 IR I 4x14 4.243 [::� C 1.5x4 II n D A 2x5 _ w:loolz R: 347 U. 189 7-11-2 7-11-2 ALL PLATES ARE MT2020 E 2x5 ri W:703 R: 522 II: 308 Scale: 0.241' = 1' MiTek° Online Plus' APPROX. TRUSS WEIGHT: 92.5 LBS Online Plus -- version 30.0.033 1 Plus 1 DL Load Cases) Design checked for 10 psf non - RUN DATE: 09-FEB-15 concurrent LL on BC. Membr CSI P Lbs Axl-CSI-Bnd Wind Loads - ANSI / ASCE 7-10 Southern Pine lumber design ----------Top Chords---------- Truss is designed as a Main values are those effective F -C 0.30 219 T 0.00 0.30 Wind -Force Resistance_ System 06-01-13 by SPIB//ALSC UON C -D 0.30 285 T 0.00 0.30 - Directional. CSI -Size- ----Lumber------------Bottom Chords--------- Wind Speed: 150 mph TC 0.30 2x 6 SP42 A -E 0.76 355 T 0.00 0.76 Risk Category II -- 0.30 2x 4 SP42-------------Webs------------- Mean Roof Height: 15-0 C -D A -F 0.42 .271 C WindLd Exposure Category: C BC 0.76 2x 4 SP42 A -C 0.17 343 C 1 Br Building Type: Part. Enc WB 0.66 2x 4 SP-#3 C -E 0.66 639 C Zone location: Exterior E -D 0.33 ' 305 C WindLd TC Dead Load 6.0 psf Brace truss as follows: BC Dead Load 6.0 psf O.C. From To TL Defl -0.381, in A -E L/199 Max comp. force 639 Lbs TC Cont. 0- 0- 0 7-11- 2 LL Defl -0.191, in A -E L/399 Max tens. force 533 Lbs or 48.01, 0- 0- 0 7-11- 2 l Shear // Grain in C -D 0.33 Connector Plate Fabrication BC Cont. 0- 0- 0 7-11- 2 1 Tolerance = 20% or 95.11' 0- 0- 0 7-11- 2 Plates for each ply each face. This truss is designed for a Continuous Lateral Restraint Plate - MT20 20 Ga, Gross Area creep factor of 1.5 which req'd at mid -point of webs: Plate - MT2H 20 Ga, Gross Area is used to calculate total A -C it Type Plt Size X Y JSI load deflection. Attach CLR with (2)-10d nails F MT20 1.5x 4.0 Ctr Ctr 0.26 at each web. C MT20 4.Ox14.0 Ctr Ctr 0.89 Refer to HCSI for diagonal D MT20 1.5x 4.0 Ctr Ctr 0.33 restraint requirements. A MT20 2.Ox 5.0 Ctr Ctr 0.71 Dead Live E MT20 2.Ox 5.0 Ctr Ctr 0.64 ,i1111f1111/1 TC 10.0 10.0 20.0 REVIEWED BY: .�``__�nnP,S A. -1 � . BC 10.0 0.0 MiTek Industries, Inc. � �� 000 TC+BC 20.0 20.0 6904 Parke East Blvd. : .v�G Total 40.0 Spacing 24.01, Tampa, FL 33610 ; iw Lumber Duration Factor 1.25 °± O 9 8 Q f� Plate Duration Factor 1.25 REFER TO ONLINE PLUS GENERAL Fb Fc Ft Emin NOTES AND SYMBOLS SHEET FOR TC 1.15 1.10 1.10 1.10 ADDITIONAL SPECIFICATIONS. BC 1.10 1.10 1.10 1.10 Nr Z NOTES: -,0 .� b AT E ��` Total Load Reactions (Lbs) Trusses Manufactured by it Down Uplift Horiz- MID-FLORIDA LUMBER ,jo�•'•�� O ` A 348 189 U 309 R Analysis Conforms To: o��s ••, 0 R � G• G. B U it Erg SizeRequired This truss has been designed 11111111 A 12.81, 1.5" for 20.0 psf LL on the H.C. E 7.2-1 1.51, in areas where a rectangle 3- 6- 0 tall by FL Cert. 6634 Plus 12 Wind Load Case(s) 2- 0- 0 wide Plus 1 LL Load Case(s) will fit between the B.C. Plus 1 BC LL Load Case(s) and any other member. February 9,2015 Online Plusm ®Oopydght MRek®1996-2014 Verslon 30.0.033 Engineering - Portrait 2/9/2015 11:32:19 AM Page 1 MiTek® Online Plus' APPROX. TRUSS WEIGHT: 79.5 LBS Online Plus -- Version 30.0.033 L -D 0.09 315 T 0.05 0.04 concurrent LL on BC. RUN DATE: 09-FEB-15 D -N 0.12 358 T 0.05 0.07 Wind Loads - ANSI / ASCE 7-10 -------------Webs------------- Truss is designed as a Main Southern Pine lumber design L -K 0.66 458 C WindLd Wind -Force Resistance System values are those effective K -D 0.35 423 T - Directional. 06-01-13 by SPIB//ALSC UON D -B 0.14 137 C Wind Speed: 150 mph CSI -Size- ----Lumber---- D -M 0.35 380 T Risk Category II TC 0.12 2x 4 SP-#2 N -M 0.94 398 C WindLd Mean Roof Height: 15-0 BC 0.12 2x 4 SP-#2 Exposure Category: C WB 0.94 2x 4 SP43 TL Deft-0.0111 in L -D L/999 Building Type: Part. Eno LL Defl 0.001, in L -D L/999 Zone location: Exterior Brace truss as follows: Shear // Grain in K -B 0.10 TC Dead Load 6.0 psf O.C. From To BC Dead Load 6.0 psf TC Cont. 0- 0- 0 3-11- 2 Plates for each ply each face. Max comp. force 458 Lbs or 47.111 0- 0- 0 3-11- 2 Plate - MT20 20 Ga, Gross Area Max tens. force 423 Lbs BC Cont. 0- 0- 0 3-11- 2 Plate - MT2H 20 Ga, Gross Area Connector Plate Fabrication or 47.111 0- 0- 0 3-11- 2 it Type Plt Size X Y JSI Tolerance - 20% K MT20 3.Ox 5.0 Ctr Ctr 0.84 This truss is designed for a psf-Ld Dead Live B MT20 3.Ox 3.0 Ctr Ctr 0.60 creep factor of 1.5 which TC 10.0 20.0 M MT20 2.Ox 5.0 Ctr Ctr 0.86 is used to calculate total BC 10.0 0.0 L MT20 1.5x 4.0 Ctr Ctr 0.40 load deflection. TC+BC 20.0 20.0 D MT20 3.Ox 6.0-1.5 Ctr 0.54 Total 40.0 Spacing 24.01, N MT20 1.5x 4.0 Ctr Ctr 0.39 Lumber Duration Factor 1.25 Plate Duration Factor 1.25 REVIEWED BY: Fb Fc Ft Emin MiTek Industries, Inc. TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 6904 Parke East Blvd. Tampa, FL 33610 ```��►°��A��r���� ,� p,S ,q I a ��� J* `�� O •,.•••" y Z.�GENg'•. Total Load Reactions (Lbs) REFER TO ONLINE PLUS GENERAL '` • y*' it Down Uplift Horiz- NOTES AND SYMBOLS SHEET FOR : ;• 0 39380 L 479 348 U 366 R ADDITIONAL SPECIFICATIONS. N 450 436 U 398 R yr' I it Brg Size Required NOTES: Trusses Manufactured by: •ram +'G L 12.81, 1.511 MID-FLORIDA LUMBER •• ATE 41 N 7.21, 1.511 Analysis Conforms To: s�'Tt'�.,T( FBC2010 ••`• R 1`••`�% Plus 15 Wind Load Case(s) TPI 2007 �I`` �� ���SS�ONA' Plus I LL Load Case(s) Thistruss hasb Plus 1 DL Load Case(s) for20.0.0 psfLLnonetheB.C. in areas where a rectangle Membr CSI P Lbs Axl-CSI-Bnd 3- 6- 0 tall by ----------Top Chords---------- 2- 0- 0 wide FL Cert. K -B 0.12 202 C 0.03 0.09 will fit between the B.C. 6634 B -M 0.06 211 T 0.03 0.03 and any other member. --------Bottom Chords--------- Design checked for 10 peg non- February 9,2015 Online %r- 0 Copyright MTeIM 1996.2014 Version 30.0.033 Engineering - Portrait 2/9/2015 11:32:22 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering B"AN--BLACK GI 1 TR 140000 6 1- 4- 0 1- 4- 0 T6821133 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 HO 1-0-3 TCj 1-4-0 7-0-0 1 14-0-0 1-4-0 4x4= B 6 H R *1.5x4 11 F M 4-6-3 3x8: 3x8z�- 3x1011 D 0 3x1011 A C E G I J L N P 1x311 1x311 14-0-0 ALL PLATES ARE MT2020 See Joint F For Typical Gable Plate Size and Placement Scale: 0.392' = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 98.3 LBS Online Plus -- Version 30.0.033 P -C 0.01 13 T 0.00 0.01 RUN DATE: 09-FEB-15 -------------Webs------------- E -D 0.05 179 T ' Southern Pine lumber design P -O 0.05 179 T values are those effective ----------Gable Webs---------- 06-01-13 by SPIB//ALSC UON G -F 0.04 161 C CSI -Size- ----Lumber---- I -H 0.04 161 C TC 0.04 2x 4 SP42 J -B 0.03 87 C BC 0.02 2x 4 SP42 L -K 0.04 161 C WB 0.05 2x 4 SP43 N -M 0.04 161 C GW 0.04 2x 4 SP43 ----------- Sliders ------------ SL 0.00 2x 6 SP42 A -D 0.00 112 C O -C 0.00 112 C Brace truss as followst O.C. From To TL Defl 0.00" in E -G L/999 TC Cont. 0- 0- 0 14- 0- 0 LL Defl 0.00" in E -G L/999 or, 48.0" 0- 0- 0 14- 0- 0 Shear // Grain in D -F 0.07 BC Cont. 0- 0- 0 14- 0- 0 or 120.0" 0- 0- 0 14- 0- 0 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area psf-Ld Dead Live Plate - MT2H 20 Ga, Gross Area TC 10.0 20.0 Jt Type Plt Size X Y JSI BC 10.0 0.0 A MT20 3.Ox10.0 1.5 0.3 0.50 TC+BC 20.0 20.0 D MT20 3.Ox 8.0-1.2-0.6 0.11 Total 40.0 Spacing 24.0" F MT20 1.Sx 4.0 Ctr Ctr 0.00 Lumber Duration Factor 1.25 H MT20 1.5x 4.0 Ctr Ctr 0.00 Plate Duration Factor 1.25 B MT20 4.Ox 4.0 Ctr Ctr 0.43 Fb Fc Ft Emin K MT20 1.5x 4.0 Ctr Ctr 0.00 TC 1.15 1.10 1.10 1.10 M MT20 1.5x 4.0 Ctr Ctr 0.00 BC 1.10 1.10 1.10 1.10 O MT20 3.Ox 8.0 1.2-0.6 0.11 C MT20 3.Ox10.0-1.5 0.3 0.50 Total Load Reactions (Lbs) E MT20 1.Ox 3.0 Ctr Ctr 0.38 it Down Uplift Horiz- G MT20 1.Sx 4.0 Ctr Ctr 0.00 A 1371 698 U 97 R I MT20 1.5x 4.0 Ctr Ctr 0.00 J MT20 1.Sx 4.0 Ctr Ctr 0.00 it Brg Size Required L MT20 S.Sx 4.0 Ctr Ctr 0.00 A 168.0" 0"-to- 168" N MT20 1.5x 4.0 Ctr Ctr 0.00 P MT20 1.0x 3.0 Ctr Ctr 0.38 ' Plus 15 Wind Load Case(s) Plus 1 LL Load Case(a) REVIEWED BYt Plus 1 DL Load Case(s) MiTek Industries, Inc. 6904 Parke East Blvd. Membr CSI P Lbs Axl-CSI-Bnd Tampa,FL 33610 --Top Chords ---------- A -D 0.02 21 C 0.00 0.02 REFER TO ONLINE PLUS GENERAL D -F 0.04 49 C 0.00 0.04 NOTES AND SYMBOLS SHEET FOR F -H 0.04 53 C 0.00 0.04 ADDITIONAL SPECIFICATIONS. H -B 0.04 128 T 0.01 0.03 B -K 0.04 128 T 0.02 0.02 NOTESt R -M 0.04 53 C 0.00 0.04 , Trusses Manufactured byt M -0 0.04 49 C 0.00 0.04 MID-FLORIDA LUMBER 0 -C 0.02 21 C 0.00 0.02. Analysis Conforms To: --------Bottom Chords--------- FBC2010 A -E 0.01 13 T 0.00 0.01 TPI 2007 E -G 0.02 0 T 0.00 0.02 OR Loading G -I 0.02 0 T 0.00 0.02 Soffit psf 2.0 I -J 0.02 0 T 0.00 0.02 Design checked for SO psf non- J -L 0.02 0 T 0.00 0.02 concurrent LL on BC. L -N 0.02 0 T 0.00 0.02 Truss designed for wind loads N -P 0.02 0 T 0.00 0.02 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. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System Directional. Wind Speed: 150 mph Risk Category : II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Eno Zone location: Exterior TC Dead Load t 6.0 psf BC Dead Load : 6.0 psf Max comp. force 161 Lbs Max tens. force 179 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. ```��e►u a ��ii���i ♦E V I ao 39380:- i AT E •�! .*#*.#;,/O N FL Cert. 6634 February 9,2015 Online Plusm 0 Copydght MITekO 1996-2014 Version 30.0.033 Engineering - Portrait 219120153:23:22 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering BRIAN-BLACK G2 1 SP 140000 6 1- 4- 0 1- 4- 0 T6821134 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 HO 1-0-3 TCJ 1-4-0 1 1-4-14 1 7-0-0 1 12-7-3 1 14-0-0 1 1-4-0 4x6= B 6� 4-6-3 3x4 ,�,- i 3x4� E F 3x10 11 3x10 11 A C D 1x311 W:800 W:800 R: 685 R: 685 U: 348 U: 348 -i -U 1 14-0-0 14-0-0 ALL PLATES ARE MT2020 Scale: 0.391' = 1' MiTek° Online Plus' APPROX. TRUSS WEIGHT: 90.9 LBS Online Plus -- Version 30.0.033 F -C 0.17 235 C 0.00 0.17 RUN DATE: 09-FEB-15 --------Bottom Chords --------- A -D 0.31 550 T 0.06 0.25 Southern Pine lumber design D -C 0.31 550 T 0.06 0.25 values are those effective - - ---- -------Webs ------------- 06-01-13 by SPIB//ALSC UON D -B 0.08 275 T CSI -Size- ----Lumber---- ----------- Sliders ------------ TC 0.40 2x 4 SP-#2. A -E 0.07 677 C BC 0.31 2x 4 SP42 F -C 0.07 677 C WB 0.08 2x 4 SP43 SL 0.07 2x 6 SP42 TL Defl-0.071, in A -D L/999 LL Defl-0.0311 in A -D L/999 Brace truss as follows: Shear // Grain in E -B 0.21 O.C. From To TC Cont. 0- 0- 0 14- 0- 0 Plates for each ply each face. or 48.01, 0- 0- 0 14- 0- 0 Plate - MT20 20 Ga, Gross Area BC Cont. 0- 0- 0 14- 0- 0 Plate - MT2H 20 Ga, Gross Area or 120.011 0- 0- 0 14- 0- 0 it Type Plt Size X Y JSI A MT20 3.0x10.0 1.5 0.3 0.50 psf-Ld Dead Live E MT20 3.Ox 4.0 Ctr Ctr 0.28 TC 10.0 20.0 B MT20 4.Ox 6.0 Ctr Ctr 0.79 BC 10.0 0.0 F MT20 3.Ox 4.0 Ctr Ctr 0.28 TC+BC 20.0 20.0 C MT20 3.Ox10.0-1.5 0.3 0.50 Total 40.0 Spacing 24.011 D MT20 1.Ox 3.0 Ctr Ctr 0.67 Lumber Duration Factor 1.25 Plate Duration Factor 1.25 REVIEWED BY: Fb Fc Ft Emin MiTek Industries, Inc. TC 1.15 1.10 1.10 1.10 6904 Parke East Blvd. BC 1.10 1.10 1.10 1.10 Tampa, FL 33610 Total Load Reactions (Lbs) REFER TO ONLINE PLUS GENERAL it Down Uplift Horiz- NOTES AND SYMBOLS SHEET FOR A 686 349 U 97 R ADDITIONAL SPECIFICATIONS. C 686 349 U 97 R it Brg Size Required A 8.0., 1.5', C 8.011 1.51' Plus 15 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -E 0.17 235 C 0.00 0.17 E -B 0.40 618 C 0.00 0.40 B -F 0.40 618 C 0.00 0.40 NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 677 Lbs Max tens. force 565 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. �.O .• ATE : .tu 4u ON A�111 FL Cert. 6634 February 9,2015 Online Plus- 0 Copyright MieO 1996.2014 Version 30.0.033 Engineering - Portrait 2/9/2015 11:32:29 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering BMAN--BLACK G3 1*2P TR 140000 6 1- 4- 0 0 T6821135 BLACK RES. 13 CAMPBELL ACRES HO 1-0-3 HO 1-0-3 TCj 1-4-0 1 3-6-0 1 7-0-0 1 10-6-0 1 14-0-0 4x5= H 6 3x12 3x10� H = 4-6-3 5x811 4x8ll A C Ll F , E D 3x811 6x811 3x611 W:800 W:800 R:5993 R:5035 U:3007 U:2539 14-0-0 ALL PLATES ARE MT2020 +LOAD ASSIST USED TO CALCULATE LOADS+ Scale: 0.380' = V MiTek° Online Plus' APPROX. TRUSS WEIGHT: 128.2 LEE Online Plus -- Version 30.0.033 ' --------Bottom Chords --------- RUNDATE: 09-FE3-15 A -F 0.47 6881 T 0.28 0.19 **+************ F -E 0.44 6881 T 0.28 0.16 -;-Ply Truss * : E -D 0.42 6264 T 0.25 0.17 •*******►****** D -C 0.40 6264 T 0.25 0.15 ------------- Webs ------------- Southern Pine lumber design P -H 0.45 2690 T values are those effective H -E 0.19 2046 C 06-01-13 by SPIB//ALSC UON E -B 0.82 4874 T CSI -Size- ----Lumber---- E -I 0. 12 1307 C TC 0.32 2x 4 SP-#2 D -I 0.33 1958 T Be 0.47 2x 8 SP-#1 -----------Sliders------------ WE0.82 2x 4 SP-#3 A -H 0.41 4148 C SL 0.41 2, 4 SP-#3 I -C 0.40 4055 C Brace truss as follows: Ti. De£1 -0.21" in E -D L/999 O.C. From To LL Defl -0.04" in E -D L/999 TC Cont. 0- 0- 0 14- 0- 0 Shear // Grain in P -E 0.60 or 48.0" 0- 0- 0 14- 0- 0 Be Cont. 0- 0- 0 14- 0- 0 Plates for each ply each face. or 120.0" 0- 0- 0 14- 0- 0 Plate - MT20 20 Ga, Gross Area Plate - M12H 20 Ga, Gross Area psf-Ld Dead Live it Type Plt Size X Y JSI TC 10.0 20.0 A MT20 S.Ox 8.0 2.5 0.4 0.80 Be 10.0 0.0 H MT20 3.0x12.0-0.9-0.4 0.72 TC+BC 20.0 20.0 B MT20 4.Ox 5.0 Ctr-0.5 0.89 Total 40.0 Spacing 24.0" I MT20 3.Ox10.0 1.3-0.7 0.70 Lumber Duration Factor 1.25 C MT20 4.Ox 8.0-2.0 0.4 0.92 Plate Duration Factor 1.25 P MT20 3.Ox 8.0 Ctr-1.5 0.53 Fb PC Ft Emin E MT20 6.Ox 8.0 Ctr-1.7 0.83 TC 1.00 1.00 1.00 1.00 D MT20 3.Ox 6.0 Ctr-1.9 0.54 Be 1.00 1.00 1.00 1.00 REVIEWED BY: Total Load Reactions (Lbs) MiTek Industries, Inc. it Down Uplift Horiz- 6904 Parke East Blvd. A 5994 3007 U 97 R Tampa, FL 33610 C 5036 2540 U 97 R REFER TO ONLINE PLUS GENERAL it Brg Size Required NOTES AND SYMBOLS SHEET FOR A 8.0" 3.5" ADDITIONAL SPECIFICATIONS. C 8.0" 3.0" NOTES: LC# 1 Standard Loading Trusses Manufactured by: Dur Fctrs - Lbr 1.25 Plt 1.25 MID-PLORIDA LUMBER ,If - Dead Live* From To Analysis Conforms To: TC V 20 40 0.0' 14.0' FBC2010 Be V 20 0 0.0' 14.0' TPI 2007 Be V 329 329 4.8' 12.8' 2 COMPLETE TRUSSES REQUIRED. Be V 857 857 1.8' CL-LB Fasten together in staggered Be V 857 857 3.8' CL-LB pattern. (1/2" bolts -OR- SDS3 screws -OR- 30d nails Plus 15 Wind Load Case(s) as each layer is applied.) Plus 1 LL Load Case(s) ----Spacing (In) ---- Plus 1 DL Load Case(s) Rows Nails Screws Bolts TC 1 12 24 0 Membr CSI P Lbs Axl-CSI-Bnd Be 2 11 21 0 ----------Top Chords---------- WB 1 8 8 A -H 0.25 4021 C 0.28 0.07 Plus clusters of nails where H -B 0.32 5802 C 0.26 0.06 shown. B -I 0.32 5802 C 0.26 0.06 OR Loading I -C 0.23 3415 c 0.15 0.08 Soffit psf 2.0 ONine RusTM ® Copyright Mrrek®1996-2014 Version 30.0.033 Engineering - Portrait 2/9/201511:32:32 AM Page 1 This truss has been designed for 20.0 psf LL on the H.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 30 psf non - concurrent LL on Be. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: ISO mph Risk Category II Mean Roof Height: •15-0 Exposure Category: C Building Type: Part. Eno Zone location: Exterior TO Dead Load : 6.0 psf Be Dead Load 6.0 Psf Max comp. force 5802 Lbs Max tens. force 6881 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert. 6634 February 9,2015 Job Mark Quan Type Span P1-H1 Left OR Right OR Epgiueering BRIAN-BLACK HI 1 TR 90600 6 1- 4- 0 1- 4- 0 T6821136 BLACK RES. 13 CAMPBELL ACRES HO 2-4-3 HO 2-4-3 'TC1 1-4-0 1 4-9-0 1 9-6-0 1-4-0 4x4= B 6 � L *1.5x4 II 1.5x4 11 G N 1.5x4 11 A C 4-8-11 F D 1.5x4 11 g H J K M O 2x4 11 0 o - - to 9-6-0 --� ALL PLATES ARE MT2020 See Joint G For Typical Gable Plate Size and Placement Scale: 0.385' = 1' MiTek® ;Online Plus'" APPROX. TRUSS WEIGHT: 79.3 LBS Online Plus -- Version 30.0.033 , -------------Webs------------- see Standard Industry Gable RUN DATE: 09-FEB-15 F -A 0.10 162 C 0.00 0.10 End Details as applicable, D -C 0.16 123 C 0.00 0.16 or consult qualified Southern Pine lumber design ----------Gable Webs---------- Building Designer as per values are those effective H -G 0.10 46 T 0.00 0.10 ANSI/TPI 1. 06-01-13 by SPIB//ALSC UON J -I 0.11 186 C 0.00 0.11 Wind Loads - ANSI / ASCE 7-10 CSI -Size- ----Lumber---- K -B 0.04 100 C 0.00 0.04 Truss is designed as a Main TC 0.07 2x 4 SP42 M -L 0.07 167 C 0.00 0.07 Wind -Force Resistance System BC 0.07 2x 4 SP42 0 -N 0.12 120 C 0.00 0.12 - Directional. WB 0.16 2x 4 SP43 Wind Speed: 150 mph GW 0.12 2x 4 SP43 TL Defl 0.00" in H -J L/999 Risk Category II LL Defl 0.00",in H -J L/999 Mean Roof Height: 15-0 Brace truss as follows: Shear // Grain in G -I 0.10 Exposure Category: C O.C. From To Building Type: Part. fine TC Cont. 0- 0- 0 9- 6- 0 Plates for each ply each face. Zone location: Exterior or 48.0" 0- 0- 0 9- 6- 0 Plate - MT20 20 Ga, Gross Area TC Dead Load 6.0 psf BC Cont. 0- 0- 0 9- 6- 0 Plate - MT2H 20 Ga, Gross Area BC Dead Load 6.0 psf or 72.Q" 0- 0- 0 9- 6- 0 it Type Plt Size X Y JSI Max comp. force 186 Lbs A MT20 1.5x 4.0 Ctr Ctr 0.79 Max teas. force 202 Lbs psf-Ld Dead Live G MT20 1.5x 4.0 Ctr Ctr 0.00 Connector Plate Fabrication TC 10.0 20.0 I MT20 1.5x 4.0 Ctr Ctr 0.00 Tolerance - 20% BC 10.0 0.0 B MT20 4.0x 4.0 Ctr Ctr 0.43 This truss is designed for a TC+BC 20.0 20.0 L MT20 1.5x 4.0 Ctr Ctr 0.00 creep factor of 1.5 which Total 40.0 Spacing 24.0" N MT20 1.5x 4.0 Ctr Ctr 0.00 -is used to calculate total Lumber Duration Factor 1.25 C MT20 1.5x 4.0 Ctr Ctr 0.81 load deflection. Plate Duration Factor 1.25 F MT20 1.5x 4.0 Ctr Ctr 0.91 Fb Fc Ft Brain H MT20 15x 40 Ctr Ctr 000 TC 1.15 1.10 1.10 1.10 J MT20 1..5x 4..0 Ctr Ctr 0..00 BC 1.10 1.10 1.10 1.10 K MT20 1.5x 4.0 Ctr Ctr 0.00 M MT20 1.5x 4.0 Ctr Ctr 0.00 Total Load Reactions (Lbs) O MT20 1.5x 4.0 Ctr Ctr 0.00 E77 512172Rt D9Uplift HzD MT20 2.Ox 4.0 Ctr Ctr 0.82 ♦♦♦�O`nPSQ• q/ s'I�, REVIEWED BY: ♦ �• Cj E IVSLn• '9 I it Brg Size Required MiTek Industries, Inc. ♦�� ,•�� C_•�•/ .0 F 108.0° 6"-to- 114" 6904 Parke East Blvd. `31 Tampa, FL 33610 0 39380 Plus 15 Wind Load Case(s) 4 Plus 1 LL Load Case(s) REFER TO ONLINE PLUS GENERAL Plus 1 DL Load Case(s) NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Membr CSI P Lbs Axl-CSI-Bnd • ----------Top Chords---------- - NOTES: O ATE A -G 0.04 95 T 0.01 0.03 Trusses Manufactured by: j�,�' •T< OR1 O Q •:`�♦♦o� G -I 0.07 124 T 0.00 0.07 MID-FLORIDA LUMBER y I -B 0.06 202 T 0.03 0.03 Analysis Conforms To: � 8 -L 0.06 201 T 0.03 0.03 FBC2010 �IVV •••A•�••� �\ �, L -N 0 1. 05 124 T 0.00 0.05 TPI 2007 N -C 0.03 75 T 0.00 0.03 OR Loading --------Bottom Chords--------- Soffit psf 2.0 F -H 0.04 17 C 0.00 0.04 Design checked for 10 psf non- H -J 0.07 5 T 0.00 0.07 concurrent LL on BC. FL Cent. 6634 J -K 0.02 0 T 0.00 0.02 Truss designed for wind loads K -M 0.02 0 T 0.00 0.02 in the plane of the truss M -0 0.03 0 T 0.00 0.03 only. For studs exposed to 0 -D 0.06 0 T 0.00 0.06 wind (normal to the face), February 9,2 015 Online Plusm 0 Copyright M[Tek(D 1996-2014 Version 30.0.033 Engineering - Portrait 2/9/2015 11:32:35 AM Page 1 aob Mark B"AN-BLACK H2 Quan Type Span P1-H1 Left OH Right ON 2 TR 90600 6 1- 4- 0 1- 4- 0 Engineering T6821137 BLACK RES. 13 CAMPBELL ACRES HO 2-4-3 TCI 1-4-0 1 4-9-0 4x4= B HO 2-4-3 9-6-0 1 1-4-0 6 3x5_ 3x5_-� I F 4-8-11 A C lx3 11 lx3 I1 G D 3x5= Cant: 6- 0 W:800 W:400 R: 521 R: 455 U: 285 U: 226 Online Plus -- Version 30.0.033 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- TC 0.28 2x 4 SP42 BC 0.52 2x 4 SP42 WB 0.13 2x 4 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9- 6- 0 or 48.01, 0- 0- 0 9- 6- 0 BC Cont. 0- 0- 0 9- 6- 0 or 114.011 0- 0- 0 9- 6- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Fb Fc Ft . Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 i.10 1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- G 521 286 U 174 R C 456 227 U 174 R 9-6-0 ALL PLATES ARE MT2020 MiTek" Online Plus' APPROX. TRUSS WEIGHT: 76.8 LES G -D 0.52 118 T 0.00 0.52 D -C 0.17 118 T 0.00 0.17 ------------- Webs ------------- A -I 0.13 398 C WindLd I -D 0.06 234 T D -B 0.05 157 C D -F 0.06 231 T C -F 0.07 398 C WindLd TL Defl -0.06" in D -C L/999 LL De£1 -0.03" in D -C L/999 Shear // Grain in A -G 0.50 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area it Type Plt Size X Y JSI I MT20 3.Ox 5.0 Ctr Ctr 0.73 B MT20 4.Ox 4.0 Ctr Ctr 0.95 F MT20 3.Ox 5.0 Ctr Ctr 0.73 A MT20 1.Ox 3.0 Ctr Ctr 0.80 D MT20 3.Ox 5.0 Ctr Ctr 0.44 C MT20 1.Ox 3.0 Ctr Ctr 0.51 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: it Brg Size Required Trusses Manufactured by: G 8.011 1.5" MID-FLORIDA LUMBER C 4.0" 1.5., Analysis Conforms To: FBC2010 Plus 15 Wind Load Case(s) TPI 2007 Plus 1 LL Load Case(s) OH Loading Plus 1 DL Load Case(s) Soffit psf 2.0 This truss has been designed Membr CSI P Lbs Axl-CSI-Bnd for 20.0. psf LL on the B.C. ----------Top Chords---------- in areas where a rectangle I -B 0.28 234 C 0.00 0.28 3- 6= 0 tall -by B -F 0.28 232 C 0.00 0.28 2- 0- 0 wide --------Bottom Chords--------- will fit between the B.C. A -G 0.52 64 C 0.00 0.52 and any other member. Online Plusr" 0 Copyright MTekc91996-2014 Version 30.0.033 Engineering • Porvalt 2191201511:32:38 AM Page 1 Scale: 0.365' = 1' Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System Directional. Wind Speed: 150 mph Risk Category f1i Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 398 Lbs Max tens. force 238 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert. 6634 February 9,2015 Job BRIAN-BLACK Mark Quan, Type Span P1-H1 Left OR Right OR H3 1 TR 90600 6 1- 4- 0 1- 4- 0 LL ACRES HO 2-4-3 SO 2-4-3 TCI 1-4-0 1 4-9-0 1 9-6-0 1 1-4=O 4x4 = B Y 3x5= HGR W:400 R: 494 R: 494 U: 247 U: 247 Online Plus -- Version 30.0.033 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- TC 0.29 2x 4 SP42 BC 0.16 2x 4 SP42 WS 0.14 2x 4 SP43 Brace truss as follows: O.C. From TC Cont. 0- 0- 0 or 48.011 0- 0- 0 BC Cont. 0- 0- 0 or 114.011 0- 0- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing Lumber Duration Factor Plate Duration Factor Fb Fc Ft TC 1.15 1.10 1.10 BC 1.10 1.10 1.10 I - - 9-6-0 ALL PLATES ARE MT2020 MiTek° Online Plus' APPROX. TRUSS WEIGHT: 76.8 LBS D -C 0.16 118 T 0.00 0.16 -------------Webs------------- A -E 0.14 456 C WindLd E -D 0.09283 T D -B 0.03 125 T D -F 0.09 283 T C -F 0.08 456 C WindLd TL Defl-0.0311 in D -C L/999 LL Defl-0.011, in D -C L/999 Shear // Grain in E -B 0.17 To Plates for each ply each face. 9- 6- 0 Plate - MT20 20 Ga, Gross Area 9- 6- 0 Plate - MT2H 20 Ga, Gross Area 9- 6- 0 it Type Plt Size X Y JSI 9- 6- 0 E MT20 3.Ox 5.0 Ctr Ctr 0.84 B MT20 4.Ox 4.0 Ctr Ctr 0.93 F MT20 3.Ox 5.0 Ctr Ctr 0.84 A MT20 1.Ox 3.0 Ctr Ctr 0.57 D MT20 3.Ox 5.0 Ctr Ctr 0.47 C MT20 1.Ox 3.0 Ctr Ctr 0.57 24.011 1.25 REVIEWED BY: 1.25 MiTek Industries, Inc. Emin 6904 Parke East Blvd. 1.10 Tampa, FL 33610 1.10 REFER TO ONLINE PLUS GENERAL Total Load Reactions (Lbs) NOTES AND SYMBOLS SHEET FOR it Down Uplift Horiz- ADDITIONAL SPECIFICATIONS. A 495 248 U 174 R C 495 248 U 174 R NOTES: Trusses Manufactured by: it Brg Size Required MID-FLORIDA LUMBER A 3.511 1.511 Analysis Conforms To: C 4.01, 1.5:1 FBC2010 TPI 2007 Plus 15 Wind Load Case(s) 11 OR Loading Plus 1 LL Load Case(s) Soffit psf 2.0 Plus 1 DL Load Case(s) This truss,has been designed for 20.0 psf LL on the S.C. Membr CSI P Lbs Axl-CSI-Bnd in areas where a rectangle -.---------Top Chords---------- 3- 6- 0 tall by E -B 0.29 285 C 0.00 0.29 2- 0- 0 wide B -F 0.29 285 C 0.00 0.29 will fit between the B.C. --------Bottom Chords--------- and any other member. A -D 0.16 118 T 0.00 0.16 Design checked for 10 psf non- OnlinePlus- QCopyright Mffek®199G2014 Version 30.0.033 Engineering - Portrait 219/201511:32:42 AM Page 1 ' Engineering T6821138 Scale: 0.385' = 1' concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 456 Lbs Max tens. force 283 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert, 6634 February 9,2015 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering BRIAN-BLACK JI a JCA2 10000 6 1- 4- 0 o 76821139 BLACK RES. 13 CAMPBELL ACRES MiTekO Online Plus' APPROX. TRUSS WEIGHT: 9.5 LBS Online Plus -- Version 30.0.033 '--------Bottom Chords--------- RUNDATE: 09-FEB-15 A -C 0.01 0 T 0.00 0.01 ----------- Sliders ------------ Southern Pine lumber design D -D 0.00 29 C values are those effective 06-01-13 by SPIB//ALSC UON TL Defl 0.001, in G -L L/999 CSI -Size- ----Lumber---- LL Defl 0.0011 in G -L L/999 TC 0.02 2x 4 SP42 Shear // Grain in D -B 0.04 BC 0.01 2x 4 SP42 SL 0.00 2x 6 SP-#2 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Brace truss as follows: Plate - MT2H 20 Ga, Gross Area O.C.. From To it Type Plt Size X Y JSI TC Cont. 0- 0- 0 1- 0- 0 D MT20 3.Ox 8.0 1.5 0.4 0.93 or 12.01, 0- 0- 0 1- 0- 0 D MT20 3.ox 4.0 Ctr Ctr 0.08 BC Cont. 0- 0- 0 1- 0- 0 or 12.01, 0- 0- 0 1- 0- 0 REVIEWED BY: MiTek Industries, Inc. psf-Ld Dead Live 6904 Parke East Blvd. TC 10.0 20.0 Tampa, FL 33610 BC 10.0 0.0 TC+BC 20.0 20.0 REFER TO ONLINE PLUS GENERAL Total 40.0 Spacing 24.011 NOTES AND SYMBOLS SHEET FOR Lumber Duration Factor 1.25 ADDITIONAL SPECIFICATIONS. Plate Duration Factor 1.25 Fb Fc Ft Emin For proper installation of TC 1.15 1.10 1.10 1.10 toe-nails,.refer to the 2005 BC 1.10 1.10 1.10 1.10 National Design Specification (NDS) for Wood Construction Total Load Reactions (Lbs) it Down Uplift Horiz- NOTES: A 123 74 U 34 R Trusses Manufactured by: C 23 4 U MID-FLORIDA LUMBER B 49 60 U 26 R Analysis Conforms To: FBC2010 it Brg Size Required TPI 2007 A 8.01, 1.511 OH Loading C 3.511 1.511 Soffit psf 2.0 B 1.511 1.51, This truss has been designed for 20.0 psf LL on the B.C. Plus 12 Wind Load Case(s) in areas where a rectangle Plus 1 LL Load Case(s) 3- 6- 0 tall by Plus 1 DL Load Case(s) 2- 0- 0 wide will fit between the B.C. Membr CSI P Lbs Axl-CSI-Bnd and any other member. ----------Top Chords---------- Design checked for 10 psf non- D -B 0.02 28 C 0.00 0.02 concurrent LL on BC. Online Rusm 0 Copyright Mi fek®19962014 Version 30.0.033 Engineering • Portrait 219/2015 11:32:46 AM Page 1 Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 34 Lbs Max tens. force 16 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert. 6634 February 9,2015 J MiTek° Online Plus' APPROX. TRUSS WEIGHT: 7.1 LBS Online Plus -- Version 30.0.033 A -C 0.00 24 T RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.00 2x 4 SP42 BC 0.00 2x 4 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 0- 0 or 12.011 0- 0- 0 1- 0- 0 BC Cont. 0- 0- 0 1- 0- 0 or 12.01, 0- 0- 0 1- 0- 0 ps£-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 - TC+BC 20.0 20.0 Total 40.0 Spacing 24.01, Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Fb Fc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 153 75 U 32 R B 31 26 U C 14 1 U 24 R it Brg Size Required A 3.51, 1.511 B 1.5" 1.51, C 1.5" 1.511 Plus 12 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) TL Defl 0.0011 in D -C L/999 LL Defl 0.0011 in D -C L/999 Shear // Grain in A -B 0.02 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area it Type Plt Size X Y JSI A MT20 2.Ox 4.0 Ctr Ctr 0.65 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- o- o wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Membr CSI P Lbs Axl-CSI-Bnd Wind Loads - ANSI / ASCE 7-10 ----------Top Chords---------- Truss is designed as a Main A -B 0.00 13 C Wind -Force Resistance System --------Bottom Chords--------- - Directional. Online Plus- 0 Copyright MTeh®1996-2014 Version 30.0.033 Engineering . Portrait 2191201611:32.48 AM Page 1 Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf - BC Dead Load 6.0 psf Max comp. force 13 Lbs Max tens. force 24 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. `s.0%J11111rrrrl�� A• q �� NS• q ., • Fd 0 393 fir ATE E • 44/ TL O R 1 Q P \_� FL Cert. 6634 February 9,2015 MiTek® Online Plus' APPROX. TRUSS WEIGHT: 17.9 LBS Online Plus -- Version 30.0.033 D -B 0.11 56 C 0.00 0.11 RUN DATE: 09-FEB-15 --------Bottom Chords --------- D -C 0.12 0 T 0.00 0.12 Southern Pine lumber design ----------- Sliders ------------ values are those effective D -D 0.01 90 T 06-01-13 by SPIB//ALSC VON CSI -Size- ----Lumber---- TL Defl-0.011' in A -C L/999 TC 0.11 2x 4 SP42 LL Defl 0.001' in A -C L/999 BC 0.12 2x 4 SP42 Shear // Grain in D -B 0.09 SL 0.01 2x 6 SP42 Plates for each ply each face. Brace truss as follows: Plate - MT20 20 Ga, Gross Area O.C. From To Plate - MT2H 20 Ga, Gross Area TC Cont. 0- 0- 0 3- 0- 0 Jt Type Plt Size X Y JSI or 36.01' 0- 0- 0 3- 0- 0 D MT20 3.Ox 8.0 1.5 0.4 0.93 BC Cont. 0- 0- 0 3- 0- 0 D MT20 3.Ox 4.0 Ctr Ctr 0.08 or 36.01' 0- 0- 0 3- 0- 0 REVIEWED BY: psf-Ld Dead Live MiTek Industries, Inc. TC 10.0 20.0 i 6904 Parke East Blvd. BC 10.0 0.0 Tampa, FL 33610 TC+BC 20.0 20.0 Total 40.0 Spacing 24.01, REFER TO ONLINE PLUS GENERAL Lumber Duration Factor 1.25 NOTES AND SYMBOLS SHEET FOR Plate Duration Factor 1.25 ADDITIONAL SPECIFICATIONS. Fb Fc Ft Emin TC 1.15 1.10 1.10 1.10 For proper installation of BC 1.10 1.10 1.10 1.10 toe -nails, refer to the 2005 i National Design Specification Total Load Reactions (Lbs) (NDS) for Wood Construction Jt Down Uplift Horiz- A 208 122 U 103 R NOTES: C 58 11 U Trusses Manufactured by: B 112 110 U 79 R MID-FLORIDA LUMBER Analysis Conforms To: Jt Brg Size Required FBC2010 A 8.0,3 1.51, TPI 2007 C 3.51n 1.51, OH Loading B 1.5n1 1.511 Soffit psf 2.0 This truss has been designed Plus 12 Wind Load Case(s) for 20.0 psf LL on the B.C. Plus 1 LL Load Case(s) in areas where a rectangle Plus 1 DL Load Case(s) 3- 6- 0 tall by 2- 0- 0 wide Membr CST P Lbs Axl-CSI-Bnd will fit between the B.C. ----------Top Chords---------- and any other member. D -D 0.05 94 C 0.00 0.05 Design checked for 10 psf non - Online PIusm 0 Copyright MrreM 1996­2014 Version 30.0.033 Engineering - Portrait 2/9/201511:32:61 AM Page 1 concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 94 Lbs Max tens. force 90 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. 39380 TWA X ATE ♦ FL Cert. 6634 February 9,2015 MiTek® Online Plus' APPROX. TRUSS WEIGHT: 15.1 LBS Online Plus -- Version 30.0.033 A -C 0.07 0 T 0.00 0.07 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.09 2x 4 SP-#2 BC 0.07 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 0- 0 or 36.01, 0- 0- 0 3- 0- 0 BC Cont. 0- 0- 0 3- 0- 0 or 36.01, 0- 0- 0 3- Oi 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.011 Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Fb Fc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10' 1.10 1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 218 123 U 101 R C 56 2 U B 104 94 U 77 R it Brg Size Required A 8.01, 1.511 C 3.51, 1.511 B 1.511 1.511 Plus 12 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---=------ A -B 0.09 50 T 0.00 0.09 --------Bottom Chords--------- TL Defl-0.0111 in A -C L/999 LL Defl 0.0011 in A -C L/999 Shear // Grain in A -B 0.08 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area it Type Plt Size B Y JSI A MT20 2.Ox 4.0 Ctr Ctr 0.65 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Eno Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 48 Lbs Max tens. force 50 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert. 6634 February 9,2015 Online Plus11, 0 Copyright MTeM 1996.2014 Versloo 30.0.033 Engineering - Portrait 2/9/2015 11:32:54 AM Page 1 Mi TekO Online Plus' APPROX. TRUSS WEIGHT: 15.1 LBS Online Plus -- Version 30.0.033 A -C 0.07 0 T 0.00 0.07 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.09 2x 4 SP-#2 BC 0.07 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3-'0- 0 or 36.01, 0- 0- 0 3- 0- 0 BC Cont. 0- 0- 0 3- 0- 0 or 36.01, 0- 0- 0 3- 0- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.01, Lumber Duration Factor 1.25 Plate Duration Factor 1,.25 Fb Fc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 218 123 U 101 R C 56 2 U B 104 94 U 77 R it Brg Size Required A 8.01, 1.511 C 3.511 1.511 B 1.511 1.511 Plus 12 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.09 50 T 0.00 0.09 --------Bottom Chords--------- TL Defl-0.011, in A -C L/999 LL Defl 0.001, in A -C L/999 Shear // Grain in A -B 0.08 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area it Type Plt Size X Y JSI A MT20 2.Ox 4.0 Ctr Ctr 0.65 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part-Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 48 Lbs Max tens. force 50 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. ,`j1►IIIEiifl ,, A. ENS' S ' e G NO 339380 ♦� �.�.. ATE • N A_ ���,� iii111111 FL Cert. 6634 February 9,2015 Online PIusm 0 Copyright MTek®19962014 Version 30.0.033 Engineering. Portrait 2191201511:32:67 AM Page 1 MiTek° Online Plus' APPROX. TRUSS WEIGHT: 25.9 LBS Online Plus -- Version 30.0.033 D -B 0.35 89 C 0.01 0.34 RUN DATE: 09-FEB-15 --------Bottom Chords --------- D -C 0.29 0 T 0.00 0.29 Southern Pine lumber design ----------- Sliders ------------ values are those effective D -D 0.02 230 T 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TL Defl -0.0511 in A -C L/893 TC 0.35 2x 4 SP42 LL Defl -0.0211 in A -C L/999 BC 0.29 2x 4 SP42 Shear // Grain in D -B 0.15 SL 0.02 2x 6 SP42 Plates for each ply each face. Brace truss as follows: Plate - MT20 20 Ga, Gross Area O.C. From To Plate - MT2H 20 Ga, Gross Area TC Cont. 0- 0- 0 5- 0- 0 it Type Plt Size X Y JSI or 48.01, 0- 0- 0 5- 0- 0 D MT20 3.Ox 8.0 1.5 0.4 0.93 BC Cont. 0- 0- 0 5- 0- 0 D MT20 3.Ox 4.0 Ctr Ctr 0.11 or 60.01, 0- 0- 0 5- 0- 0 REVIEWED BY: psf-Ld Dead Live MiTek Industries, Inc. TC 10.0 20.0 6904 Parke East Blvd. BC 10.0 0.0 Tampa, FL 33610 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" REFER TO ONLINE PLUS GENERAL Lumber Duration Factor 1.25 NOTES AND SYMBOLS SHEET FOR Plate Duration Factor 1.25 ADDITIONAL SPECIFICATIONS. Fb Fc Ft Emin TC 1.15 1.10 1.10 1.10 For proper installation of BC 1.10 1.10 1.10 1.10 toe -nails, refer to the 2005 National Design Specification Total Load Reactions (Lbs) (NDS) for Wood Construction it Down Uplift Horiz- A 288 163 U 172 R NOTES: C 96 11 U Trusses Manufactured by: B 181 172 U 132 R MID-FLORIDA LUMBER Analysis Conforms To: it Brg Size Required FBC2010 A 8.0" 1.591 TPI 2007 C 3.51, 1.511 OH Loading B 1.5" 1.511 Soffit psf 2.0 This truss has been designed Plus 12 Wind Load Case(s) for 20.0 pef LL on the B.C. Plus 1 LL Load Case(s) in areas where a rectangle Plus 1 DL Load Case(s) 3- 6- 0 tall by 2- 0- 0 wide Membr CSI P Lbs Axl-CSI-Bnd will fit between the B.C. ----------Top Chords---------- and any other member. D -D 0.06 243 C 0.00 0.06 Design checked for 10 psf non - Online PlusT 0 Copyright MiTeke 1996-2014 Version 30.0.033 Engineering - Portrait 219/201511:33:00 AM Page 1 concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Eno Zone location: Exterior TC Dead Load 6.0 pef BC Dead Load 6.0 psf Max comp. force 243 Lbs Max tens. force 230 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. ,,,rl► 1111 1j1���A 39388 QO�� ? rfi Z �•O .. ATE UF`'"": � i s�sS�O N AL 11111111110 FL Cert. 6634 February 9,2015 MiTek® Online Plus' APPROX. TRUSS WEIGHT: 23.1 LBS Online Plus -- Version 30.0.033 A -C 0.22 0 T 0.00 0.22 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.32 2x 4 SP-#2 BC 0.22 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 07 0 or 48.01, 0- 0- 0 5- 0- 0 BC Cont. 0- 0- 0 5- 0- 0 or 60.011 0- 0- 0 5- 0- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.01, Lumber Duration Factor 1.25 Plate Duration -Factor 1.25 Fb Fc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 297 164 U 170 R C 94 1 U B 174 157 U 130 R it Brg Size Required A 8.01, 1.51, C 3.511 1.511 B 1.5" 1.51, Plus 12 Wind Load,Case(s) Plus 1 LL Load Case(s) Plus 1 DL Load Case(s). Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.32 83 T 0.00 0.32 --------Bottom Chords--------- TL Defl -0.0511 in A -C L/935 LL Defl -0.02,, in A -C L/999 Shear // Grain in A -B 0.16 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area it Type Plt Size X Y JSI A MT20 2.Ox 4.0 Ctr Ctr 0.65 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL `33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 82 Lbs Max tens. force 83 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. o "i 9 8 0 i} • rir Z ATE A L ,fill /11111111�,` FL Cert. 6634 February 9,2015 Online Plus- 0 Copyright MiT&D 1996-2014 Version 30.0.033 Engineering - Portrait 2/9/201511:33:02 AM Page 1 sob BRIAN-BLACK Mark P Quan Type Span Pl-Hl Left OR Right OR 22 JCA2 70000 6 1- 4- 0 0 Engineering T6821146 BLACK RES. 13 CAMPBELL ACRES 4-6-3 nv u.-v-j TCI 1-4-0 18-13 W:800 R: 368 U: 205 7-0-0 B 7-0-0 ALL PLATES ARE MT2020 MiTekO Online Plus' APPROX. TRUSS WEIGHT: 33.9 LBS Online Plus -- Version 30.0.033 D -B 0.76 122 C 0.01 0.75 RUN DATE: 09-FEB-15 --------Bottom Chords --------- D -C 0.54 0 T 0.00 0.54 Southern Pine lumber design ----------- Sliders ------------ values are those effective D -D 0.05 432 T 06-01-13 by SPIB//ALSC VON CSI -Size- ----Lumber---- TL Defl-0.221, in A -C L/328 TC 0.76 2x 4 SP-#2 LL Defl" -0.09" in A -C L/811 BC 0.54 2x 4 SP42 Shear // Grain in D -B 0.22 SL 0.05 2x 6 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 or 48.01, 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 or 84.01, 0- 0- 0 7- 0- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Fb Fc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area it Type Plt Size X Y JSI D MT20 3.Ox 8.0 1.5 0.4 0.93 D MT20 3.Ox 4.0 Ctr Ctr 0.20 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction A 369 205 U 241 R NOTES: C 134 10 U Trusses Manufactured by: B 252 235 U 185 R MID-FLORIDA LUMBER Analysis Conforms To: it Brg Size Required FBC2010 A 8.01, 1.5" TPI 2007 C 3.511 1.5" OH Loading . B 1.51, 1.51. Soffit psf 2.0 This truss has-been designed Plus 12 Wind Load Case(s) for 20.0 psf LL on the B.C. Plus 1 LL Load Case(s) in areas where a rectangle Plus 1 DL Load Case(s) 3- 6- 0 tall by 2- 0- 0 wide Membr CSI P Lbs Axl-CSI-Bnd will fit between the B.C. ----------Top Chords---------- and any other member. D -D 0.16 452 C 0.00 0.16 Design checked for 10 psf non - Online Plus- 0 Copyright MiT&D 1996-2014 Version 30.0.033 Engineering - Portrait 2191201611:33:05 AM Page 1 2-(.148•x3°) gun toenails 2-(.148°x3°) gun toenails Scale; 0.417' = 1' concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 452 Lbs Max tens. force 432 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. 1011111111/11, ' ' GEN N 39380 -----��' e ATE u/ • ♦ FL Cert. 6634 February 9,2015 MiTek® Online Plus' APPROX. TRUSS WEIGHT: 31.1 LBS Online Plus -- Version 30.0.033 A -C 0.48 0 T 0.00 0.48 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.72 2x 4 SP-#2 BC 0.48 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 or 48.01, 0- 0- 0 7- 0- 0 BC Cont. 0- 0- 0 7- 0- 0 or 84.01, 0- 0- 0 7- 0- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.01, Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Fb Fc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 378 206 U 238 R C .132 1 U B 244 220 U 183 R it Brg Size Required A 8.0" C 3.51, 1.5" B 1.511 1.5" Plus 12 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.72 116 T 0.00 0.72 --------Bottom Chords--------- TL Defl 70.211, in A -C L/339 LL Defl -0.0811 in A -C L/861 Shear // Grain in A -B 0.24 Plates for each ply each face. Plate - MT26 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area it Type Plt Size X Y JSI A MT20 2.Ox 4.0 Ctr Ctr 0.65 'REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction i NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. i Design checked for 10 pof non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category I1 Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 116 Lbs Max tens. force 116 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert. 6634 February 9,2015 Online Me- 0 Copydght MTek(D 1996.2014 Version 30,0.033 Engineering - Portrait 219/201511:33:08 AM Page 1 , MiTek® Online Plus' APPROX. TRUSS WEIGHT: 10.3 LBS Online Plus -- Version 30.0.033 --------Bottom Chords--------- RUNDATE: 09-FEB-15 D -C 0.01 3 C 0.00 0.01 ----------- sliders ------------ Southern Pine lumber design D -D 0.00 8 T values are those effective 06-01-13 by SPIB//ALSC VON TL Defl 0.001, in A -C L/999 CSI -Size- ----Lumber---- LL Defl 0.001, in A -C L/999 TC 0.01 2x 4 SP-#2 Hz Disp LL DL TL BC 0.01 2x 4 SP-#2 it B 0.001, 0.001, 0.0011 SL 0.00 2x 8 SP-#1 Shear // Grain in D -B 0.03 Brace truss as follows: Plates for each ply each face. O.C. From To Plate - MT20 20 Ga, Gross Area TC Cont. 0- 0- 0 1- 0- 0 Plate - MT2H 20 Ga, Gross Area or 12.01, 0- 0- 0 1- 0- 0 it Type Plt Size X Y JSI BC Cont. 0-'0- 0 1- 0- 0 D MT20 3.0x10.0 1.5 0.5 0.58 or 12.01, 0- 0- 0 1- 0- 0 D MT20 3.Ox 4.0 Ctr Ctr 0.09 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.01, Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Fb Fc Ft Emin TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 162 103 U 34 R C 24 18 U B 37 43 U 26 R it Brg Size Required A 8.01, 1.51, C 3.511 1.511 B 1.511 1.511 Plus 12 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- D -B 0.01 22 T 0.00 0.01 REVIEWED BY: 1 MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where -a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 21 Lbs Max tens. force 27 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert. 6634 February 9,2015 Online Rusm 0 Copyright M(rek®1996-2014 Verslon 30.0.033 Engineering - Patralt 2/,9/201511:33:11 AM Page 1 Online Plus -- Version 30.0.033 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.10 2x 4 SP-#2 BC 0.11 2x 4 SP42 SL 0.00 2x 8 SP-#1 Brace truss as follows: O.C. From TC Cont. 0- 0- 0 or 36.01- 0- 0- 0 BC Cont. 0- 0- 0 or 36.01- 0- 0- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing Lumber Duration Factor Plate Duration Factor Fb Fc Ft TC 1.15 1.10 1.10 BC 1.10 1.10 1.10 MiTek® Online Plus' APPROX. TRUSS WEIGHT: 19.0 LBS --------Bottom Chords --------- ID -C 0.11 4 C 0.00 0.11 ----------- Sliders ------------ D -D 0.00 70 T TL Defl-0.011- in A -C L/999 LL Defl 0.0011 in A -C L/999 Hz Disp LL DL TL it B 0.011- 0.001- 0.011- Shear // Grain in D -B 0.09 Plates for each ply each face. To Plate - MT20 20 Ga, Gross Area 3- 0- 0 Plate - MT2H 20 Ga, Gross Area 3- 0- 0 ' it Type Plt Size X Y JSI 3- 0- 0 D MT20 3.0x10.0 1.5 0.5 0.58 3- 0- 0 D IAT20 3.Ox 4.0 Ctr Ctr 0.09 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 24.0-- 1.25 1.25 Emin 1.10 1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 212 125 U 103 R REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction C 56 16 U NOTES: I B 109 107 U 79 R Trusses Manufactured by: MID-FLORIDA LUMBER it Brg Size Required Analysis Conforms To: A 8.011 1.511 FBC2010 C 3.511 1.511 TPI 2007 B 1.5-1 1.511 OH Loading Soffit psf 2.0 Plus 12 Wind Load Case(s) This truss has been designed Plus 1 LL Load Case(s) for 20.0 psf LL on the B.C. Plus 1 DL Load Case(s) in areas where a rectangle 3- 6- 0 tall by Membr CSI P Lbs Axl-CSI-Bnd 2- 0- 0 wide ----------Top Chords---------- will fit between the B.C. D -B 0.10 54 C 0.00 0.10 and any other member. Online Plusm 0 Gopyrtght MjTek01996-2014 Verslon 30.0.033 Engineering - Portrait 219/201511:33:14 AM Page 1 Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 90 Lbs Max ,tens. force 70 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert. 6634 February 9,2015 MiTek® Online Plus'" APPROX. TRUSS WEIGHT: 27.0 LBS Online Plus -- Version 30.0.033 ' --------Bottom Chords--------- RUNDATE: 09-FEB-15 D -C 0.29 5 C 0.00 0.29 ----------- Sliders ----.-------- Southern Pine lumber design D -D 0.01 179 T values are those effective 06-01-13 by SPIB//ALSC UON TL Defl -0.051, in A -C L/930 CSI -Size- ----Lumber---- LL Defl-0.0211 in A -C L/999 TC 0.34 2x 4 SP-#2 Hz-Disp LL DL TL BC 0.29 2x 4 SP42 it B 0.031, 0.0311 0.061, SL 0.01 2x 8 SP-#1 Shear // Grain in D -B 0.15 Brace truss as follows: Plates for each ply each face. O.C. From To Plate - 14T20 20 Ga, Gross Area TC Cont. 0- 0- 0 5- 0- 0 Plate - MT2H 20 Ga, Gross Area or 48.01, 0- 0- 0 5- 0- 0 it Type Plt Size X Y JSI BC Cont. 0- 0- 0 5- 0- 0 D MT20 3.0x10.0 1.5 0.5 0.58 or 60.01, 0- 0- 0 5- 0- 0 D MT20 3.Ox 4.0 Ctr Ctr 0.09 pSf-Ld Dead Live REVIEWED BY: TC 10.0 20.0 MiTek Industries, Inc. BC 10.0 0.0 6904 Parke East Blvd. TC+BC 20.0 20.0 Tampa, FL 33610 Total 40.0 Spacing 24.011 Lumber Duration Factor 1.25 REFER TO ONLINE PLUS GENERAL Plate Duration Factor 1.25 NOTES AND SYMBOLS SHEET FOR Fb Fc Ft Emin I ADDITIONAL SPECIFICATIONS. TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 For proper installation of - toe -nails, refer to the 2005 Total Load Reactions (Lbs) National Design Specification it Down Uplift Horiz- (NDS) for Wood Construction A 291 165 U 172 R C 94 15 U NOTES: B 179 170 U 132 R Trusses Manufactured by: MID-FLORIDA LUMBER it Brg Size Required Analysis Conforms To: A 8.0" 1.5" FEC2010 C 3.511 1.511 TPI 2007 B 1.51' 1.511 OH Loading Soffit psf 2.0 Plus 12 Wind Load Case(s) This truss has been designed Plus 1 LL Load Case(s) for 20.0 psf LL on the B.C. Plus 1 DL Load Case(s) in areas where a rectangle 3- 6- 0 tall by Membr CSI P Lbs Axl-CSI-Bnd 2- 0- 0 wide ----------Top Chords---------- will fit between the B.C. D -B 0.34 88 C 0.01 0.33 and any other member. Online Wus- 0 Copydght MiTek®1996-2014 Version 30.0.033 Engineering - Portrait NA/2015 11:33:17 AM Page 1 Design checked for 10 pef non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 195 Lbs Max tens. force 179 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. 1111111111/� 1:1.0 P' A. q4�'�.,. ♦ u6 39380 s : rir Z .O•• ATE 0 R E�0`�� FL Cert. 6634 February 9,2015 sob BRIAN-BLACK Mark JV7 Quan Type Span P1-H1 Left OH Right OH 2 SP 70000 6 1- 4- 0 0 ` Engineering T6821151 BLACK RES. 13 CAMPBELL ACRES TCI 1-4-0 18-01 5-2-0 1 7-0-0 4-6-3 8-OD 7-11E 8-OC fl W:800 R: 371 U: 206 Online Plus -- version 30.0.033 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.56 2x 4 SP-#2 BC 0.58 2x 4 SP42 WB 0.05 2x 4 SP43 SL 0.01 2x 8 SP-#1 Brace truss as follows: O.C. From TC Cont. 0- 0- 0 or 48.0" 0- 0- 0 BC Cont. 0- 0- 0 or 84.0" 0- 0- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing Lumber Duration Factor Plate Duration Factor Fb Fe Ft TC 1.15 1.10 1.10 BC 1.10 1.10 1.10 B S=3-12 - - 7-0-0 ALL PLATES ARE MT2020 MiTek° Online Plus"' APPROX. TRUSS WEIGHT: 39.6 LBS G -D 0.58 10 C 0.00 0.58 D -C 0.45 0 T 0.00 0.45 ------------- Webs ------------- D -F 0.05 197 T WindLd ----------- Sliders ------------ G -G 0.01 157 T TL Defl -0.29" in A -D L/254 LL Defl -0.12" in A -D L/610 Hz Disp LL DL TL it B 0.09" 0.08" 0.16" Shear // Grain in D -C 0.20 To Plates for each ply each face. 6- 8- 8 Plate - MT20 20 Ga, Gross Area 6- 8- 8 , Plate - MT2H 20 Ga, Gross Area 6- 8- 8 it Type Plt Size X Y JSI 6- 8- 8 G MT20 3.0x10.0 1.5 0.5 0.58 G MT20 3.Ox 4.0-0.4-0.2 0.08 F MT20 1.Ox 3.0 Ctr Ctr 0.36 D MT20 7.Ox 6.0 Ctr Ctr 0.96 REVIEWED BY: 24.0" ! MiTek Industries, Inc. 1.25 6904 Parke East Blvd. 1.25 Tampa, FL 33610 Emin 1.10 REFER TO ONLINE PLUS GENERAL 1.10 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Total Load Reactions (Lbs) it Down Uplift Horiz- A 372 207 U 241 R C 202 142.0 B 151 106 U 185 R it Brg Size Required A 8.0'. 1.5" C 3.5" 1.5" B 1.5" 1.5" Plus 12 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -F 0.56 149 C 0.01 0.55 F -B 0.20 179 T 0.00 0.20 --------Bottom Chords--------- Forproper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. 2-(.148"x3") gun toenails 2-(.148"x3°) gun toenails Scale: 0.410' = 1' and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 225 Lbs Max tens. force 197 Lbs Connector.Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert. 6634 February 9,2015 Online Rusm ® Copyright MiTek®199&2014 Version 30.0.033 Engineering • Portrait 2/9/201511:33:20 AM Page 1 Job BRIAN--BLACK Mark KI Quan Type Span P1-H1 Left OH Right OH 1 DUAL 220600 6 1- 4- 0 1- 4- 0 Engineering T6821152 BLACK RES. 13 CAMPBELL ACRES TC HO 4-3 0 0 w 0 HO 2-4-3 0 0 d' 0 6-9-6 13-3-0 18-1-14 1 22-6-0 '1 13- 3- 0 4x6= lx3II I-T 6 3x4_ G 4x4-:-� 1x311 E 7-7-7 1.5x4II 6-11-11 3x3= R& 4x4= - 4- 3 2 1-10- 3 A T S S1 C lx3lllx3lllx3ll 3x3= 3x3=- 4x5= 3x4= 3x6= 3x3= M W:800 D W:400 R:1679 3x10 = 1x311*1.5x4111x311 R:1399 IU: 750 U: 382 LEI 22-6-0 ALL PLATES ARE MT2020 See * For Typical Gable Plate Size and Placement +LOAD ASSIST USED TO CALCULATE LOADS+ Scale:0.193'= V MiTek® Online Plus' APPROX. TRUSS WEIGHT: 208.2 LBS Online Plus -- Version 30.0.033 Plus 1 LL Load Cases) RUN DATE: 09-FEB-15 Plus 1 DL Load Case (a) Southern Pine lumber design Membr CSI P Lbs Axl-CSI-Bud values are those effective ----------Top Chords---------- 06-01-13 by SPIB//ALSC UON A -F 0.98 2805 C 0.19 0.79 CSI -Size- ----Lumber---- F -B 0.92 1642 C 0.12 0.80 TC 0.98 2x 4 SP-#2D B -G 0.48 1634 C 0.15 0.33 -- 0.48 2x 4 SP-#2 G -KK 0.28 59 T 0.01 0.27 B -KK --------Bottom Chords --------- BC 0.87 2x 4 SP-02 A -E 0.86 2653 T 0.50 0.36 WB 0.38 2x 4 SP-#3 E -D 0.87 2653 T 0.30 0.57 -- 0.13 2x 6 SP-#2 D -S1 0.83 1184 T 0.14 0.69 D -B S1-C 0.73 1184 T 0.14 0.59 ------------- Webs ------------- Brace truss as follows: E -F 0.11 341 T ' O.C. From To I F -D 0.39 1348 C 1 Br TC Cont. 0- 0- 0 22- 6- 0 D -B 0.13 920 T or 24.0° 0- 0- 0 22- 6- 0 D -G 0.16 365 T BC Coat. 0- 0- 0 22- 6- 0 G -C 0.37 1693 C 1 Br or 54.0° 0- 0- 0 22- 6- 0 C -KK 0.06 201 C WSndLd Continuous Lateral Restraint req'd at mid -point of webs: TL Defl -0.611 in D -C L/424 F -D G -C LL Defl -0.25° in D -C L1999 Attach CLR with (2)-30d nails Shear // Grain in F -B 0.45 at each, web. Refer to BCSI for diagonal Plates for each ply each face. restraint requirements. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area psf-Ld Dead Live at Type Pit Size X Y JSI TC 10.0 20.0 A MT20 4.Ox 4.0 Ctr 0.1 1.00 BC 10.0 0.0 F MT20 4.Ox 4.0-0.1 0.2 0.42 TC+BC 20.0 20.0 B MT20 4.Ox 6.0 Ctr Ctr 0.82 Total 40.0 Spacing 24.0° G MT20 3.Ox 4.0 Ctr Ctr 0.91 Lumber Duration Factor 1.25 KK MT20 1.5x 40 Ctr Ctr 0.40 Plate Duration Factor 1.25 E MT20 1.Ox 3..0 Ctr Ctr 0.91 Fb PCFt Emin D MT20 3.Ox10.0-0.5 Ctr 0.54 TC 1.00 1.00 1.00 1.00 SS MT20 4.Ox 5.0 Ctr 0.2 0.90 BC 1.00 1.00 1.00 1.00 C MT20 3.Ox 4.0-0.5 Ctr 0.86 Total Load Reactions (Lbs) 4Gable studs to be attached at Down Uplift Horiz- with 1.5x4.0 plates each end. A 1679 751 U 381 R REVIEWED BY: C 1399 383 U 408 R MiTek Industries, Inc. 1904 Parke East Blvd. it Erg Size Required Tampa, FL 33610 A 8.0° 2.0• C 4.0° 1.7° REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR LC# 1 Standard Loading ADDITIONAL SPECIFICATIONS. Dur Pctrs - Lbr 1.25 Pit 1.25 plf - Dead Live* From To NOTES: TC V 20 40 0.0' 22.5' Trusses Manufactured by: BC V 20 0 0.0' 22.5' MID-FLORIDA LUMBER TC V 15 30 4.1' 12.1, Analysis Conforms To: BC V 15 0 4.1' 12.1' FBC2010 TC V 35 69 3.1' CL-LB TPI 2007 TC V 18 36 13.1' CL-LB 09 Loading BC V 35 0 3.1' CL-LB Soffit Peg 2.0 BC V 143 125 13.4' CL-LB Design checked for 10 psf non - concurrent LL on BC. Plus 15 Wind Load Case(s) Truss designed for wind loads in the plane of the trues 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. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: .15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 2805 Lbs Max tens. force 2653 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. 111111141 I " o 39380XZ 5 'Tl"�E 0 R 1 'D FL Cert. 6634 February 9,2015 Online Pius-® Copyright M170 01996.2014 Version 30.0.033 Engineering - Portrait 2/9/201511:33:23 AM Page 1 sob Mark BRIAN-BLACK K2 Quan Type Span Pl-Hl Left OH Right OH 2 DUAL 220600 6 1- 4- 0 0 Engineering T6821153 BLACK RES. 13 CAMPBELL ACRES HO 4-3 0 0 sN 0 TC I I 6-9-14 13-3-0 1 17-11-6 4x5= HO 2-4-3 22-6-0 311 C 3x4= lx3 11 5x8= W:800 SPL W:400 R:1045 R: 956 U: 538 U: 507 T I 22 n ALL PLATES ARE MT2020 Scale: 0.242' = 1' MiTek° Online Plus' APPROX. TRUSS WEIGHT: 150.4 LBS Online Plus -- Version 30.0.033 E -D 0.66 1527 T 0.16 0.50 and any other member. RUN DATE: 09-FEB-15 D -C 0.71 866 T 0.08 0.63 Design checked for 10 psf non- ------------- Webs ------------- concurrent LL on BC. Southern Pine lumber design E -F 0.07 230 T Wind Loads - ANSI / ASCE 7-10 values are those effective F -D 0.79 790 C Truss is designed as a Main 06-01-13 by SPIB//ALSC UON D -B 0.21 488 T wind -Force Resistance System CSI -Size- ----Lumber---- D -G 0.10 201 T - Directional. TC 0.57 2x 4 SP42 G -C 0.73 1067 C wind Speed: 150 mph BC 0.71 2x 4 SP42 C -H 0.0.6 175 C WindLd Risk Category II WB 0.79 2x 4 SP-#3 Mean Roof Height: 15-0 TL Defl -0.5011 in D -C L/515 Exposure Category: C Brace truss as follows: LL Defl -0.24,, in D -C L/999 Building Type: Part. Enc O.C. From To Shear // Grain in A -F 0.26 Zone location: Exterior TC Cont. 0- 0- 0 22- 6- 0 TC Dead Load 6.0 psf or 48.01, 0- 0- 0 22- 6- 0 Plates for each ply each face. BC Dead Load 6.0 psf BC Cont. 0- 0- 0 22- 6- 0 Plate - MT20 20 Ga, Gross Area Max comp. force 1575 Lbs or 84.01, 0- 0- 0 22- 6- 0 Plate - MT2H 2.0 Ga, Gross Area Max tens. force 1527 Lbs it Type Plt Size X Y JSI Connector Plate Fabrication psf-Ld Dead Live A MT20 3.Ox 4.0 Ctr Ctr 0.82 Tolerance = 20% TC 10.0 20.0 F MT20 3.Ox 4.0 Ctr Ctr 0.47 This truss is designed for a BC 10.0 0.0 B MT20 4.Ox 5.0 Ctr Ctr 0.73 creep factor of 1.5 which TC+BC 20.0 20.0 G MT20 3.Ox 4.0 Ctr Ctr 0.60 is used to calculate total Total 40.0 Spacing 24.0" H MT20 1.Ox 3.0 Ctr Ctr 0.80 load deflection. Lumber Duration Factor 1.25 E MT20 1.Ox 3.0 Ctr Ctr 0.91 Plate Duration Factor 1.25 D MT20 5.Ox 8.0 Ctr-0.5 0.76 Fb Fc Ft Emin C MT20 3.Ox 4.0 Ctr Ctr 0.62 TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 REVIEWED BY: MiTek Industries, Inc. ��%�`�P,s. Total Load Reactions (Lbs) 6904 Parke East Blvd. , it Down Uplift Horiz- Tampa, FL 33610 ��� �••��CiEn/$�•e-9 ��i A 1045 539 U 200 R A� V F-•-.�!rf�. C 957 507 U 262 R REFER TO ONLINE PLUS GENERAL 0 9 8 O �! NOTES AND SYMBOLS SHEET FOR • it Srg Size Required ADDITIONAL SPECIFICATIONS. � �:•� Jr � A 8.0" 1.5.. C 4.01, 1.5" NOTES: • ;ram Trusses Manufactured by: AT E Plus 15 Wind Load Case(s) MID-FLORIDA LUMBER O ',� Plus 1 LL Load Case(s) Analysis Conforms To: A, Plus 1 DL Load Case(s) FBC2010 �i� R�P'.•` T Membr CSI P Lbs Axl'-CSI-Bnd OH Loading •l�G,,� ----------Top Chords---------- Soffit psf 2.0 ---,,JO N AC A -F 0.57 1575 C 0.13 0.44 This truss has been designed F -B 0.53 931 C 0.09 0.44 for 20.0 psf LL on the B.C. B -G 0.31 941 C 0.09 0.22 in areas where a rectangle FL Cert. 6634 G -H 0.25 134 T 0.00 0.25 3- 6- 0 tall by --------Bottom Chords--------- 2- 0- 0 wide A -E 0.47 1527 T 0.26 0.21 will fit between the B.C. February 9,2015 Online Plus^' ®Copyright MiTelt®1996.2014 Version 30.0.033 Engineering- Portrait 20201511:3326 AM Page t Job Mark Quan Type Span P1-H1 Left OR Right OR Engineering BRIAN-BLACK KJ 2 JCA6 91013 4.243 1-10-10 0 1 T6821154 HO 11-15 Tel 1-10-10 1 1-5-7 1 3-9-12 1 9-10-13 HO 4-5-15 D 4.243 3x3 3x4_ B 4-5-15 3x10 11 G A i F H CE lx3 2x4-:z� W:1105 W:108 R: 894 R: 552 U: 386 U: 197 Online Plus -- Version 30.0.033 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-3.3 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.72 2x 4 SP-DSS Be 0.94 2. 4 SP-#2D WE 0.93 2x 4 SP42 -- 0.12 2x 4 SP43 F -B SL 0.08 2x 6 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9- 9- 5 or 48.0,, 0- 0- 0 9- 9- 5 Be Cont. 0- 0- 0 9- 9- 5 or 81.3" 0- 0- 0 9- 9- 5 psf-Ld Dead Live TC 10.0 20.0 Be 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing Lumber Duration Factor Plate Duration Factor Fb Fc Ft TC 1.00 1.00 1.00 Be 1.00 1.00 1.00 9-2-1 r1 t` o 0 9-10-13 ALL PLATES ARE MT2020 +LOAD ASSIST USED TO CALCULATE LOADS. MiTek"'Online Plus"' APPROX. TRUSS WEIGHT: 62.8 LBS Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -G 0.29 302 C 0.00 0.29 G -B 0.34 1330 C 0.00 0.34 B -D 0.72 163 T 0.00 0.72 --------Bottom Chords --------- A -F 0.67 1306 T 0.21 0.46 F -H 0.94 1306 T 0.15 0.79 H -E 0.24 0 T 0.00 0.24 ------------- Webs ------------- F -B 0.12 323 T B -H 0.93 1385 C ----------- Sliders ------------ A -G 0.08 1180 C ! TL Defl -0.21" in F -C L/510 LL Defl -0.09" in F -C L/999 Shear // Grain in B -D 0.64 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT28 20 Ga, Gross Area 24.01, Jt Type Plt Size % Y JSI 1.25 A MT20 3.Dx10.0 1.5 0.3 0.54 1.25 G MT20 3.Dx 4.0 Ctr Ctr 0.49 Emin B MT20 3.Dx 3.0 Ctr Ctr 0.85 1.00 F NT20 1.Ox 3.0 Ctr Ctr 0.79 1.00 H MT20 2.Dx 4.0 Ctr Ctr 0.93 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 894 387 U 241 R E 552 197 U D 391 310 U 185 R Jt Brg Size Required A 11.3" 1.5.' E 1.5'. 1.5., D 1.5'. 1.5" REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS: For proper installation of toe -nails, refer to the 2005 LC# 1 Standard Loading National Design Specification Dur Fctrs - Lbr 1.25 Plt 1.25 (NDS) for Wood Construction plf - Dead Live* From To TC V 20 40 0.0' 9.9' NOTES: Be V 20 0 0.0' 9.9' Trusses Manufactured by: TC V 20 39 1.5' CL-LB I KID-FLORIDA LUMBER TC V 59 118 4.3' CL-LB Analysis Conforms To: TC V 100 200 7.1' CL-LB FBC2010 Be V 20 0 1.5' CL-LB TPI 2007 Be V 59 0 4.3' CL-LB OH Loading Be V 100 0 7.1' CL-LB Soffit psf 2.0 This truss has been designed Plus 12 Wind Load Case(s) for 20.0 psf LL on the B.C. Online Plus- 0 Copyright M17ek®1996.2014 Version 30.0.033 Engineering - Portrait 2/91201611:33:31 AM Page 1 N 3-(.148•x3•) gum toenails Scale: 0.334' = 1' in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on Be. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf .Be Dead Load 6.0 psf Max comp. force 1385 Lbs Max tens. force 1306 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. I FL Cert. 6634 February 9,2015 MiTek° Online Plus' APPROX. TRUSS WEIGHT: 20.5 LBS Online Plus -- Version 30.0.033 Plus 1 LL Load Case(s) RUN DATE: 09-FEB-15 Plus 1 DL Load Case(s) Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.30 2x 4 SP42 BC 0.24 2x 4 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 2-15 or 48.011 0- 0- 0 4- 2-15 BC Cont. 0- 0- 0 4- 2-15 or 50.9" 0- 0- 0 4- 2-15 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Fb Fc Ft Emin TC 1.00 1.00 1.00 1.00 BC 1.00 1.00 1.00 1.00 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords --------- A -B 0.30 52 T 0.00 0.30 --------Bottom Chords --------- A -C 0.24 0 T 0.00 0.24 TL Defl -0.0411 in A -C L/999 LL Defl -0.02" in A -�C L/999 Shear // Grain in A -B 0.17 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area it Type Plt Size X y JSI A MT20 2.Ox 4.0 Ctr Ctr 0.72 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Total Load Reactions (Lbs) For proper installation of it Down Uplift Horiz- toe -nails, refer to the 2005 A 372 179 U 100 R National Design Specification C 87 5 U (NDS) for Wood Construction B 154 124 U 77 R NOTES: it Brg Size Required Trusses Manufactured by: A 11.311 1.511 MID-FLORIDA LUMBER C 1.5" 1.511 Analysis Conforms To: B 1.5" 1.511 FBC2010 TPI 2007 LC# 1 Standard Loading OH Loading Dur Fctrs - Lbr 1.25 Plt 1.25 Soffit psf 2.0 plf - Dead Live* From To This truss has been designed TC V 20 40 0.0' 4.2' for 20.0 psf LL on the B.C. BC V 20 0 0.0' 4.2' in areas where a rectangle TC V 20 40 1.5' CL-LB 3- 6- 0 tall by BC V 20 0 1.5' CL-LB 2- 0- 0 wide will fit between the B.C. Plus 12 Wind Load Case(s) and any other member. Online Plusm 0 Copyright MTek01996-2014 Version 30.0.033 Engineering - Portrait 2!91201511:33:37 AM Page 1 _ Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss -is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 39 Lbs Max tens. force 52 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert. 6634 February 9,2015 Job. Mark iQuan Type Span PI -El Left OH Right OH Engineering BRIAN-BLACK KJ% 1 JCA6 91013 4.243 1-10-10 0 1 T6821156 BLACK RES. 13 CAMPBELL ACRES HO 11-15 TCI 1-10-10 1 1-5-7 I 3-9-12 1 9-10-13 HO 4-5-15 D 4.243 3x3 B 4-5-15 3x4 _,. 3x10 11 G A i F H CE lx3 2x4z:�- W:1105 W:108 R: 898 R: 643 U: 389 U: 262 Online Plus -- Version 30.0.033 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.92 2x 4 SP-#1 BC 0.99 2. 4 SP-#1D WB 0.93 2x 4 SP42 -- 0.17 2x 4 SP43 F -B SL 0.08 2x 6 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9- 9- 5 or 48.0" 0- 0- 0 9- 9- 5 BC Cont. 0- 0- 0 9- 9- 5 or 87.3" 0- 0- 0 9- 9- 5 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Pb Fc Ft Emin TC 1.00 1.00 1.00 1.00 BC 1.00 1.00 1.00 1.00 Total Load Reactions (Lbs) it Down Uplift Horiz- A 898 389 U 241 R E 643 262 U D 304 246 U 185 R it Brg Size Required A 11.3" 1.5" E 1.5" 1.5" D 1.5" 1.5" LC# 1 Standard Loading Dur Petra - Lbr 1.25 Plt 1.25 plf - Dead .Live* From To TC V 20 40 0.0' 9.9' BC V 20 0 0.0' 9.9' TC V 10 20 1.5' CL-LB TC V 30 59 4.3' CL-LB TC V 51 102 7.1' CL-LB BC V 30 20 1.5' CL-LB BC V 89 59 4.3' CL-LB BC V 151 100 7.1' CL-LB Plus 12 Wind Load Case(s) Online PlusTM ® Copyright MRel* 1996-2014 Version 30.0.033 Ergineering -1 1 n m o '1 r- o C '4 ON rn 9-10-13 ALL PLATES ARE MT2020 .LOAD ASSIST USED TO CALCULATE LOADS+ MiTekO,Online Plus' APPROX. TRUSS WEIGHT: 62.8 LBS Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -G 0.49 300 C 0.00 0.49 G -B 0.52 1353 C 0.01 0.51 B -D 0.92 151 T 0.00 0.92 --------Bottom Chords --------- * -F 0.54 1311 T 0.15 0.39 F -H 0.99 1311 T 0.15 0.84 H -E 0.20 0 T 0.00 0.20 ------------- Webs------------- F -B 0.17 537 T B -H 0.93 1390 C ----------- gliders ------------ A -G 0.08 1195 C TL Defl -0.19" in F -C L/550 LL Defl -0.08" in F -C L/999 Shear // Grain in C -E 0.71 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area it Type Plt Size S Y JSI A MT20 3.0x10.0 1.5 0.3 0.55 G MT20 3.Ox 4.0 Ctr Ctr 0.48 B MT20 3.Ox 3.0 Ctr Ctr 0.85 F MT20 1.0x 3.0 Ctr-0.5 0.98 H MT20 2.Ox 4.0 Ctr Ctr 0.96 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 'OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. PorheR 2/9/201511:33:42 AM Page 1 3-(.148"x3") gun toenails Scale: 0.340' = 1' in areas where a rectangle 3- ,6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category iI Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Eno Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 1390 Lbs Max tens. force 1311 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert. 6634 February 9,2015 sob Mark B"AN--BLACK KJ7B Quan Type Span P1-H1 Left OH Right OH 1 JCA6 91013 4.243 1-10 -10 0 Engineering T6821157 BLACK RES. 13 CAMPBELL ACRES HO 11-15 HO 4-5-15 TC1 1-10-10 1 2-2-8 1 3-9-12 1 9-10-13 D 3x3 4.243 E_� B 3x4 4-5-15 G 3x10 I I A F H CE 1.5x4 // 1x3_- Cant:2- 9-15 W:800 R:1055 U: 597 - BC o ri t o 0 rn 9-10-13 Online Plus -- Version 30.0.033 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CS1 -Size- ----Lumber---- TC 0.64 2x 4 SP-DSS BC 0.80 2x 4 SP-#2 WB 0.33 2x 4 SP43 SL 0.04 2x 6 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9- 9- or 48.0" 0- 0- 0 9- 9- BC Cont. 0- 0- 0 9- 9- or 69.3" 0- 0- 0 9- 9- psf-Ld Dead, Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing Lumber Duration Factor Plate Duration Factor Pb FC Ft TC 1.00 1.00 1.00 BC 1.00 1.00 1.00 ALL PLATES ARE MT2020 +LOAD ASSIST USED TO CALCULATE LOADS. MiTek® Online Plus ' APPROX. TRUSS WEIGHT: 65.3 LBS Membr CSI P Lbs Axl-CSl-Bnd ----------Top Chords ---------- * -G 012 149 T 0.00 0.12 G -B 0..40 342 C 0.02 0.38 B -D 0.64 163 T 0.00 0.64 --------Bottom Chords --------- A -F 0.53 310 T 0.00 0.53 F -H 0.80 408 T 0.01 0.79 H -E 0.00 0 T -------------Webs------------- F -B 0.23 866 C B -H 0.33 434 C -----------Sliders------------ A -G 0.04 474 C TL Defl -0.10" in F -C L/709 LL Defl -0.07" in F -C L/999 LL Cant 0.02" in A -F L/999 Shear // Grain in B -D 0.63 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area 24.0" it Type Plt Size 8 Y JSI 1.25 A MT20 3.0x10.0 1.5 0.3 0.49 1.25 G MT20 3.Ox 4.0 Ctr Ctr 0.20 Emin B MT20 3.Ox 3.0 0.5 0.2 0.60 1.00 F MT20 1.5x 4.0 Ctr Ctr 0.79 1.00 H MT20 1.Ox 3.0 Ctr Ctr 0.74 Total Load Reactions (Lbs) it Down Uplift Horiz- F 1056 598 U 241 R H 266 26 U D 365 293 U 185 R it Brg Size Required F 8.0" 1.5" H 3.5" 1.5" D 1.5'. 1.5" LC# 1 Standard Loading Dur FotrS - Lbr 1.25 Plt 1.25 plf - Dead Live* From To TC V 20 40 0.0' 9.9' BC V 20 0 0.0, 9.9' TC V 45 90 4.3' CL-LB TC V 101 202 7.1' CL-LB BC V 45 0 4.3' CL-LB BC V 101 0 7.1' CL-LB Plus 12 Wind Load Case(s) Plus 1 LL Load Case(s) Plus 1 DL Load Case(s) REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: MID-FLORIDA LUMBER Analysis Conforms To: FBC2010 TPI 2007 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3-(.148"x3") gum toenails 2-(.148°x3•) gum toenails Scale: 0.321' = V 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. EDO Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 866 Lbs Max tens. force 787 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. .`�•r� •� G.E NHS '0 93 380 e i+ e Xx ATE ' • I suni�� FL Cert. 6634 February 9,2015 Online Plus- 0 Copyright MTekO 1996-2014 Version 30.0.033 Engineering - Portrait 219/2015 3:24:54 PM Page 1 .I It Job Mark IQuan Type Span P1-H1 Left OH Right OH Engineering BRIAN-BLACK KJA 4 JCA6 91013 4.243 1-10 -10 0 T6821158 BLACK RES. 13 CAMPBELL ACRES HO 3-15 HO 3-9-15 TC] 1-10-10 4-9-1 I 9-10-13 D 3-(.148°x3") gun toenails IT 4.243 3 x3 4-5.-11 B 3-9-15 3x3= A F G C E . ix3li it 3x3: :1105I W:108 R: 900 R: 645 U: 404 U: 250 Online Plus -- Version 30.0.033 RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-3.3 by SPIB//ALSC UON CSI -Size ----Lumber---- TC 0.84 2x 4 SP-#1 BC 0.84 2x 4 SP-#2 WB 0.94 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9- 9- 5 or 48.0" 0- 0- 0 9- 9- 5 BC Cont. 0- 0- 0 9- 9- 5 or 69.3" 0- 0- 0 9- 9- 5 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Fb Fc Ft Emin TC 1.00 1.00 1.00 1.00 BC 1.00 1.00 1.00 1.00 Total Load Reactions (Lbs) it Down Uplift Horiz- A 900 404 U 238 R E 645 250 U D 296 242 U 182 R it Brg Size Required A 11.3" 1.5" E 1.5" 1.5" D 1.5" 1.5" 9-10-13 ALL PLATES ARE MT2020 +LOAD ASSIST USED TO CALCULATE LOADS+ MiTek® Online Plus' APPROX. TRUSS WEIGHT: 54.6 LEE Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -B 0.49 1689 C 0.08 0.41 B -D 0.84 159 T 0.00 0.84 --------Bottom Chords --------- A -F 0.56 1691 T 0.22 0.34 F -G 0.84 1691 T 0.32 0.52 G -E 0.30 0 T 0.00 0.30 ------------- Webs ------------- F -B 0.13 379 T B -G 0.94 1793 C TL Defl -0.14" in F -C L/759 LL Defl -0.06" in F -C L/999 Shear // Grain in C -E 0.72 Plates for each ply each face. Plate ­MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gloss Area it Type Plt Size X Y JSI A MT20 3.Ox 3.0 Ctr Ctr 0.96 B MT20 3.Ox 3.0 0.5 0.2 0.87 F MT20 1.Ox 3.0 Ctr Ctr 0.93 G MT20 3.Ox 3.0-0.5-0.2 0.92 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction LC# 1 Standard Loading NOTES: Dur Fctrs - Lbr 1.25 Plt 1.25 Trusses Manufactured by: plf - Dead Live* From To j MID-FLORIDA LUMBER TC V 20 40 0.01 9.9' Analysis Conforms To: BC V 20 0 0.0' 9.9, PBC2010 TC V 20 39 1.51 CL-LB TPI 2007 TC V 59 118 4.3' CL-LB OH Loading TC V 101 202 7.1' CL-LB Soffit psf 2.0 BC V 20 0 1.5' CL-LB This truss has been designed BC V 59 0 4.3' CL-LB for 20.0 psf LL on the B.C. BC V 101 0 7.1' CL-LB in areas where a rectangle 3- 6- 0 tall by Plus 12 Wind Load Case(s) 2- 0- 0 wide Plus 1 LL Load Case(s) will fit between the B.C. Plus 1 DL Load Case(s) and any other member. u: rn � o o �Irn m Scale: 0.379' = V Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category 11 Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Max comp. force 1793 Lbs Max tens. force 1691 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. %0 .GE NS. p 8 ATE A,<oR1�p��% A_ FL Cert. 6634 February 9,2015 Online Plus- 0 Copyright Mrrea 1996.??014 Version 30.0.033 Engineering - Portrait 219/201511:33:54 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering BRIAN-BLACK KJV 1 SP 91013 4.243 T -10 -10 0 T682I159 HO 11-15 HO 3-9-15 TCJ 1-10-10 11-0-11 4-0-10 1 7-5-7 1 9-10-13 1 3x511 B 4-5-15 8-OD 7-14E 8-0C 2-(.1480x3") gun toenails C 3x4= R: 917 W:1105 U: 461 R: 871 U: 420 9-10-13 ALL PLATES ARE MT2020 +LOAD ASSIST USED TO CALCULATE LOADS+ MiTekO Online Plus' APPROX. TRUSS WEIGHT: 84.0 LBS Online Plus -- Version 30.0.033 A -J 0.33 1351 C 011 022 RUN DATE: 09-FEB-15 J -G 0.29 708 C 0:.07 0:.22 G -B 0.20 222 T 0.00 0.20 Southern Pine lumber design --------Bottom Chords--------- values are those effective A -I 0.07 86 T 0.00 0.07 06-01-13 by SPIB//ALSC UON I -D 0.25 1330 T 0.17 0.08 CSI -Size- ----Lumber---- D -C 0.10 727 T 0.09 0.01 TC 0.33 2x 4 SP42 ------------- Webs ------------- HC 0.25 2x 6 SP42 A -A 0.13 Oil C WindLd WE 0.42 2x 4 SP43 A -I 0.42 1261 T I -J 0.07 242 T Brace truss as follows: J -D 0.18 667 C O.C. From To D -G 0.17 534 T TC Cont. 0- 0- 0 9-10-13 G -C 0.26 1159 C or 48.0" 0- 0- 0 9-10-13 C -B 0.01 0 T WindLd BC Cont. 0- 0- 0 9-10-13 or 104.6" 0- 0- 0 9-10-13 TL Deft -0.05" in I -D L/999 LL Defl -0.02" in I -D L/999 psf-Ld Dead Live Hz Disp LL DL TL TC 10.0 20.0 at B 0.011' 0.01" 0.021- HC 10.0 0.0 Shear // Grain in J -G 0.47 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Plates for each ply each face. Lumber Duration Factor 1.25 Plate - MT20 20 Ga, Gross Area Plate Duration Factor 1.25 Plate - MT2H 20 Ga, Gross Area Fb Fc Ft Emin at Type Pit Size X Y JSI TC 1.00 1.00 1.00 1.00 A MT20 3.Ox 6.0 Ctr Ctr 0.77 BC 1.00 2.00 1.00 1.00 J MT20 3.Ox 3.0 Ctr Ctr 0.39 G MT20 3.Ox 3.0 Ctr Ctr 0.63 Total Load Reactions (Lbs) B MT20 3.Ox 5.0 Ctr 0.7 0.09 at Down Uplift Horiz- A MT20 1.5x 4.0 Ctr Ctr 0.48 A 872 421 U 110 R I MT20 3.Ox 4.0 Ctr Ctr 0.85 C 917 461 U D MT20 6.Ox 6.0-1.5 Ctr 0.61 B 57 8 G 232 R C MT20 3.Ox 4.0 Ctr Ctr 0.56 0 Gravity Uplift ' REVIEWED BYt at Brg Size Required MiTek Industries, Inc. A 11.3" 1.5-' 6904 Parke East Blvd. C 1.5" 1.531 Tampa, FL 33610 B 1.5" 1.5" REFER TO ONLINE PLUS GENERAL LC# 1 Standard Loading NOTES AND SYMBOLS SHEET FOR Dur Petra - Lbr 1.25 Pit 1.25 ADDITIONAL SPECIFICATIONS. plf - Dead Live* From To TC V 20 40 0.0' 9.9' 1 For proper installation of BC V 20 0 0.0' 9.9' toe -nails, refer to the 2005 TC V 20 39 1.5' CL-LB National Design Specification TC V 59 118 4.3' CL-LB (NDS) for Wood Construction TC V 100 200 7.1' CL-LB BC V 20 0 1.5' CL-LB NOTESs BC V 59 0 4.3' CL-LB Trusses Manufactured by: BC V 100 0 7.1' CL-LB MID-FLORIDA LUMBER Analysis Conforms Tot Plus 12 Wind Load Case(s) FBC2010 Plus 1 LL Load Case(s) TPI 2007 Plus 1 DL Load Case(s) OH Loading Soffit psf 2.0 Membr CSI P Lbs Axl-CSI-Hnd This truss has been designed ----------Top Chords---------- for 20.0 psf LL on the B.C. Online Plus- 0 Copyright MiTekO 1996-2014 Verson 30.0.033 Ergineering - Portrait 2191201511:34:00 AM Page 1 Scale: 0.376' = 1' in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the H.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-10 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speeds 150 mph Risk Category : II Mean Roof Heights 15-0 Exposure Category: C Building Types Part. Eno Zone locations Exterior TC Dead Load s 6.0 psf BC Dead Load s 6.0 psf Max comp. force 1351 Lbs Max tens. force 1330 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FL Cert. 6634 February 9,2015 M sob Mark Quan Type Span P1-H1 Left OH Right OH Engineering BRIAN-BLACK M3 l Sp 30000 6 0 0 T6821160 BLACK RES. 13 CAMPBELL ACRES HO 4-3 HO 1-10-3 TCJ 3-0-0 1x311 6 B T1-10-3 jA = • C 1.5x4 11 W:800 W:308 R: 292 R: 375 U: 128 U: 181 3-0-0 ALL PLATES ARE MT2020 +LOAD ASSIST USED TO CALCULATE LOADS. Scale: 0.666• = 1' MiTek° Online Plus' APPROX. TRUSS WEIGHT: 17.1 LBS Online Plus -- Version 30.0.033 Plus 1 DL Load Case(s) RUN DATE: 09-FEB-15 Southern Pine lumber design values are those effective 06-01-13 by SPIB//ALSC UON CSI -Size- ----Lumber---- TC 0.11 2x 4 SP-#2 BC 0.20 2x 6 SP42 WB 0.02 2x 4 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 0- 0 or 36.0" 0- 0- 0 3- 0- 0 BC Cont. 07 0- 0 3- 0- 0 or 36.011 0- 0- 0 3- 0- 0 psf-Ld Dead Live TC 10.0 20.0 BC 10.0 0.0 TC+BC 20.0 20.0 Total 40.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 Fb Fc Ft Emin TC 1.00 1.00 1.00 1.00 BC 1.00 1.00 i.00 1.00 Total Load Reactions (Lbs) it Down Uplift Horiz- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.11 39 C 0.00 0.11 --------Bottom Chords--------- A -C 0.20 78 T 0.00 0.20 ---=--------- Webs ------------- C -B 0.02 110 C WindLd TL Defl -0.011, in A -C L/999 LL Defl 0.00" in A -C L/999 Shear // Grain in A -C 0.17 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT2H 20 Ga, Gross Area it Type Plt Size X Y JSI A MT20 2.Ox 4.0 Ctr Ctr 0.91 B MT20 1.Ox 3.0 Ctr Ctr 0.33 C MT20 1.5x 4.0 Ctr Ctr 0.27 REVIEWED BY: MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. A 293 129 U 35 R NOTES: C 375 182 U 83 R Trusses Manufactured by: MID-FLORIDA LUMBER it Brg Size Required Analysis Conforms To: A 8.01, 1.511 FBC2010 C 3.51, 1.511 TPI 2007 This truss has been designed LC# 1 Standard Loading for 20.0 psf LL on the B.C. Dur Fctrs - Lbr 1.25 Plt 1.25 in areas where a rectangle plf - Dead Live* From To 3- 6- 0 tall by TC V 20 40 0.0' 3.0' 2- 0- 0 wide BC V 20 0 0.0' 3.0' will fit between the B.C. BC V 156 156 1.7' CL-LB and any other member. Design checked for 10 psf non - Plus 12 Wind Load Case(s) concurrent LL on BC. Plus 1 LL Load Case(s) Wind Loads - ANSI / ASCE 7-10 Online Plus- 0 Copyright MITea 1996-2014 Version 30.0.033 Engineering - Ponrak'2A/201511:34:06 AM Page 1 Truss is designed as a Main Wind -Force Resistance System - Directional. Wind Speed: 150 mph Risk Category II Mean Roof Height: 15-0 Exposure Category: C Building Type: Part. Enc Zone location: Exterior TC Dead.Load : 6.0 psf SC Dead Load : 6.0 psf Max comp. force 110 Lbs Max tens. force 78 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. P,S i A. q 0 80 ` Mr Z ATE J#'���S 0 N A� It FL Cert. 6634 February 9,2015 ONLINE PLUS GENERAIL NOTES & SYMBOLS 108 PLATE LOCATION FLOOR TRUSS SPLICE LATERAL BRACING Center on plates joints ' ( 3X2, 4X2, 6X2) Designates the location for P j continuous lateral bracing (CLB) for unless otherwise noted support of individual truss members e,\� in plate list or on drawing, only. CLBs must be properly Dimensions are given in anchored or restrained to prevent Inches (i.e. 1 1/2" or 1.5") simultaneous buckling of adjacent or IN-16ths (i.e. 108) (Wl) = Wide Face Plate truss members. (N) = Narrow Face Plate PLATE SIZE AND ORIENTATION DIMENSIONS BEARING The first dimension is 3x5 (1 All dimensions are shown in When truss is designed to bear on multiple supports, the width measured perpendicular to slots. Fr-IN-SX (i.e. 6-8.5' or 6-08-08 ). Dimensions less interior bearing locations i Ji The second dimension is than one foot are shown should be marked on the truss. Interior support or the length measured in IN-SX only (i.e. 708). temporary shoring must be parallel to slots. Plate orientation, shown next to size, indicates 6-08-08 W = Actual Bearing g in Place before trusses are installed. necessary, shim plate direction of slots in Width (IN-SX7 bearings to assure solid connector plates. 708 R = Reaction (lbs.) contact with truss. U = Uplift (lbs.) Metal connector plates shall be applied on both faces of truss at each joint. Center the plates, unless indicated otherwise. No loose knots or wane in plate contact area. Splice only where shown. Overall spans assume 4" bearing at each end, unless indicated otherwise. Cutting and fabrication shall;be performed using equipment which produces snug -fitting joints and plates. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication and the attached truss designs are not applicable for use with fire retardant lumber and some preservative treatments. Nails specified on Truss Design Drawings refer to common wire nails, except as noted. The attached design drawings were prepared in accordance with " National Design Specifications fot Wood Construction" OF & PA), " National Design Standard for Metal Plate Connected Wood Truss Construction" (ANSI/TPI 1), and HUD Design Criteria for Trussed Rafters. Mitek Industries Inc. bears no responsibility for the erection of trusses, field bracing or permanent truss bracing. Refer to "Building Component Safety Information" (BCSI 1) as published by Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, Virginia 22314. Persons erecting trusses are cautioned to seek professional advice concerning proper erection bracing to prevent toppling and " dominoing ". Care should be taken to prevent damage during fabrication, storage, shipping and erection. Top and bottom chords shall be adequately braced in the, absence of sheathing or rigid ceiling, respectively. It is the responsibility of others to ascertain that design loads utilized on these drawings meet or exceed the actual dead loads imposed by the structure and the live loads imposed by the local building code or historical climatic records. When truss hangers are specified on the Truss Design Drawing, they must be installed per manufacturer's details and specifications. FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS, THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN / SPECS AND THE TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS MANUFACTURER. POWER To PERPORRM.", MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Tel: 813-972-1135 Fax: 813-971-61 17