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HomeMy WebLinkAboutSUBMITTED PAPERS_2Permit Number: Lot Number: Miscellaneous: Address: The informalion in this box if for administrative purposes only and is not part of this engineering review. Truss Fabricator: East Coast Truss M, Job Reference: #21839 - MEL-RY CONSTRUCTION - OLDHAM - MiTek Industries Inc. 6904 Parke East Blvd, Tampa, FL 33610 (813)972-1135 Engineering Index Sheet Job Number Date FBC2007 Specification Quantity 21839. 12/29/2010 47 A Professional Engineer's Seal affixed to this Index Sheet indicates the acceptance of professional Engineering responsibilities for Individual truss components fabricated in accordance with the listed and attached Truss Specification 'Sheets. Determination as to the suitability of these individual truss components for any structure is the responsibilty of the Building Designer, as defined In ANSI1TPI.1-95, Section 2.2. Permanent files of the original Truss Specification Sheet are maintained by East Coast Truss. Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to East Coast Truss @ or MiTek Industries, Inc. @ (813) 972-1135, (Software - Online Plus) Standard Loading: T.C. Live 20 psf T.C. Dead 15 psf B..C. Live 0 psf B.C. Dead 10 psf Total 45 psf ANSI / ASCE 7-05 Main Wind Force Res. Sys. Wind Speed:140 Mean Roof Ht: 15 Exposure Category: C Occupancy Factor: 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load; 5.0 BC Dead Load: 10.0 Date Mark Date Mark Date Mark Dale Mark Notes: Refer to Individual truss design drawings 1 1 12J29/10 I Al H 1 2 1 12129/10 A2 3 12129/10 1 4 1 12129J10 Aq for special loading conditions. 5 1 12129/10 1 A5 F 6-1 12129/10 1 A6 7 1 1 1 6 1 12129/10 AB 9 1 12129/10 1 10 1 12/29/10 A10 11 1 12129/10 A11 12 112129/10 Al2 13 1 12J29/10 A13 14 1 12129/10 A14 15 1 12/29/10 A15 16 1 12129/10 A16 17 12129/10 A17H 18 12129i10 -HJ7D 19 12129110 -HJ7B 20 12129/10 -HJ7C 21 12129/10 -HJ7A 22 12129/10 -CJ1D 23 12129110 -CJ3D 24 12129/10 -CAD 25 1 12/29/10 1 26 1 12129/10 1 -CJ4B 1 1 27 1 12129/10 -CJ7B 28 12129/10 -CJ1A 29 12/29110. -CJ1C 1 30 1 12129/10 -CJ3A 1 1 31 1 12129/10 1 -CJ3C 32 12129/10 -CJ5A 33 12129/10 -CJ5C 34 1 12/29/10 -CJ1B 35 1 12/29/10 1 -CJ2A 36 1R9/10 -CJ2C 37 12129/10 -CJ2D 38 1 1 1 39 12/29/10 T -CJ4A- 40 12129110 -CJ4C 41 12/29/10 -CJSB 42 12/29/10 -CJ5D 43 12/29/10 -CJ6B 44 12/29/10 -CJ6C 45 1 12/29/10 1 -CJ8B 1 46 1 12129/10 1 -CJ9B 1 47 12129/10 -EJ7 SCANNED BY fit• Lucre County op •� No.194 4- STAU OF s' •.<, a R!°' `♦tAt. Online Plus- 0 Copyright MTekO 1996-2010 Version 27.0.006 Job Index Sheet 12/292010 2:42:55 PM Page 1 #21839"- MEL-RY CONSTRUCTION - OLDHAM - Page: 1 y r 21839/ 1 1 SP A1H 2567 1464 _ • 2662 1521 21839/ 1 1 SP A2 1360 776 1436 823 21839/ 1 1 SP A3 1323 755 1399 802 21839/ 1 1 SP A4 1286 716 1362 761 21839/ 1 1 SP A5 1270 724 1345 771 21839/ 1 1 SP A6 1233 445 1308 331 21839/ 1 1 SP A7 1196 433 1271 324 21839/ 1 1 SP A8 1159 210 1234 382 21839/ 1 1 SP A9 1122 204 1197 371 21839/ 1 1 SP A10 1085 197 1160 361 21839/ 1 1 SP All 1048 190 1123 350 - 21839/ 1 1 SP Al2 1011 183 1086 339 21839/ 1 1 SP A13 974 177 1049 329 21839/ 1 1 SP A14. 937 531 1012 581 21839/ 1 1 SP A15 900 507 975 558 .21839/ 1 1 SP A16 863 492 939 540 21839/ 1 1 SP A17H 1419 809 1562 894 Online Plus— 0 Copyright MiTek®1996-2010 Version 27.0.006 Summery Page Uplift Report Date 12/29/10 Page:1 #21839+- MEL-RY CONSTRUCTION - OLDHAM - Page: 2 21839/ 1 1 MONO »HJ7D 379 184 \I - 432 137 240 233 21839/ 1 1 MONO -HJ7B 291 336 1010 .763 298 285 269 21839/ 1 1 MONO --HJ7C 615 415 \� 586 350 179 214 21839/ 1 1 MONO -HJ7A 561 323 470 186 250 255 line Plui— 0 Copyright MiTek®1996-2010 Version 27.0.006 Summary Page Uplift Report Date 12/29/10 Page:2 #21839 - MEL-RY CONSTRUCTION - OLDHAM = Page: 1 21839/ 1 1 -SP A1H 3.46 31-00-12 00-00 12-03 4/6 21839/ 1 1 SP A2 3.46 30-02-14 00-00 12-03. 4/4 21839/ 1 1 SP A3 3.46 29-05-00 00-00 12-03 4/4 21839/ 1 1 SP A4 3.46 28-07-02 00-00 12-03 4/4 21839/ 1 1 SP A5 3.94 28-02-14 00-00 12-01 4/4 21839/ 1 1 SP A6 3.94 27-05-00 00-00 12-01 4/4 21839/ 1 1 SP A7 3.94 26-07-02 00-00 12-01 4/4 21839/ 1 1 SP A8 .3.94 25-09-04 00-00 12-01 4/4 21839/ 1 1 SP A9 3.94 24-11-06 00-00 12-01 4/4 21839/ 1 1 SP A10 3.94 24-01-08 00-00 12-01 4/4 21839/ 1 1 SP All 3.94 23-03-10 00-00 12-01 4/4 21839/ 1 1 SP Al2 3.94 22-05-12 00-00 12-01 4/4 21839/ 1 1 SP - A13 3.94 21-07-15 00-00 12-01 4/4 21839/ 1 1 SP A14 3.94 20-10-01 00-00 12-01 4/4 21839/ 1 1 SP A15 3.94 20-00-03 00-00 12-01 4/4 21839/ 1 1 SP A16 3.46 19-02-05 00-00 12-03 4/4 21839/ . 1 1 SP A17H 3.46 18-04-07 00-00 12-03 4/6 Online Maim 0 Copyright MiTeh® 1996-2010 Version 27.0.006 Summary Page Trusses Report Date 12/29/1.0 Page:l #21839 - MEL-RY CONSTRUCTION - OLDHAM - Page: 2 21839/ 1 1 MONO. -HJ7D 3.47 08-01-06 00-00 00-00 . 4/4 21.839/ 1 1 MONO -HJ7B 2.00 14-01-09 00-00 00-00 4/4 21839/ 1 1 MONO -HJ7C 2.58 10-10-02 18-09 00-00 4/6 \� 21839/ 1 1 MONO -HJ7A 3.05 09-02-10 15-11 00-00 4/6 �I 21839/ 1 1 ENDJ -CJ1D 3.46 01-02-12 00-00 00-00 4/4 21839/ 1 1 ENDJ -CJ3D 3.46 03-06-08 00-00 00-00 4/4 21839/ 1 1 ENDJ -CJ4D 3.46 05-10-04 00-00 00-00 4/4 21839/ 1 1 ENDJ -CJ2B 3.46 01-03-00 00-00 00-00 4/4 21839/ 1 1' ENDJ -CJ4B. 3.46 03-06-11 00-00 00-00 4/4 21839/ 1 1 ENDJ* -CJ7B 3.46 05-10-07.00-00.00-00 4/4 21839/ 1 1 ENDJ -CJ1A, 3.94 01-00-11 12-03 00-00 4/4 21839/ 1 1 ENDJ -CJ1C 3.94 01-00-13 12-03 00-00 4/4 21839/ 1 1 ENDJ -CJ3A 3.94 03-01-01 12-03 00-00 4/4 21839/ 1 1 ENDJ -CJ3C 3.94 03-01-02 12-03 00-00 4/4 21839/ 1 1 ENDJ -CJ5A 3.94 05-01-06 12-03 00-00 4/4 21839/ 1 1 ENDJ -CJ5C 3.94 05-01-07 12-03 00-00 4/4 21839/ 1 1 ENDJ -CJ1B 4.00.01-00-15 12-00 00-00 4/4 Online PlusTn ® Copyright MiTeh®1996-2010 Version 27.0.006 Summary Page Trusses Report Date 12/29/10 Page:2 #21839 - MEL-RY CONSTRUCTION - OLDHAM - IL Page: 3 21839/ 1 1 ENDJ -CJ2A 4.00 02-03-14 12-00 00-00 4/4 21839/ 1 1 ENDJ -CJ2C 4.00 01-11-06 12-00 00-00 4/4 21839/ 1 1 ENDJ -CJ2D 4.00 01-10-04 12-00 00-00 4/4 21839/ 1 1 ENDJ -CJ3B 4.00 02-02-13 12-00 00-00 4/4 21839/ 1 .1 ENDJ -CJ4A. 4.00 04-08-04 12-00 00-00 4/4 21839/ 1 1 ENDJ - -CJ4C 4.00 03-07-11 12-00 00-00 4/4 21839/ 1 1 ENDJ -CJ5B 4.00 03-04-10 12-00 00-00 4/4 21839/ 1 1 ENDJ -CJ5D 4.00 05-03-14 12-00 00-00 4/4 21839/ 1 1 ENDJ -CJ6B 4.00 04-06-07 12-0.0 00-00 4/4 21839/ 1 1 ENDJ NCJ6C 4.00 05-04-00 12-00 00-00 4/4 21839/ 1 1 ENDJ -CJ8B 4.00 05-08-04 12-00 00-00 4/4 21839/ 1 1 ENDJ -CJ9B 4.00 06-10-02 12-00 00-00 4/4 21839/ 10 1 MONO -EJ7 4.00 07-00-00 12-00 00-00 4/4 Online PlusTM C Copyright MiTeh®1996-2010 Version 27.0.006 Summary Page Trusses Report Date 12/29/10 Page:3 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering '21839 AIH 1 SP 310012. 3.461 0 1- 0- 3 #21839 - MEI,-RY CONSTRUCTION - OLDHAM - HO 3-11 SO 3-14 m 0 TC 8-1-15 15-9-7 0 0 7-1-6 :6x8 4x10 3x8 6x8 3.461 r F N 0 D 3.944 3x6 3x6 5x6 4x6 2-7-15 3x10 3x10 A _ E Q G J S1 I H S 2x4 44x10 2x420G-RHS-8x14 3x6 4x10 2x4 W:1002 W:806 R:2567 R:2662 U:1464 U:1521 BC 31-0-1 2 e 31-0-1 EXCEPT AS SHOWN ALL PLATES ARE MT2020 Scale: 0.208" =1' MiTek® Online Pluses' Online Plus -- Version 27.0.006 on BC RUN.DATE: 29-DEC-10 NOTES: Membr CSI P.Lbs Axl-CSI-Bnd Trusses Manufactured by: CSI'-Size- ----Lumber---- ----------Top Chords---------- East Coast Truss TC 0.97 2x 6 SP-#2 A -R 0.77 8483 C 0.46 0.31 Analysis Conforms To: -- .0.89. 2x 4 SP-SS R -F 0.89 8596 C 0.38 0.51 FBC2007 A -F D -E F -N 0.97 8325 C 0.28 0.69 TPI 2002 BC 0.86 2x .,6 SP-SS N -O 0.79 10293 C 0.61 0.18 OH Loading WB 0.62 2x 4 SP-#3 O -D 0.91 7513 C 0.23 0.68 Soffit psf 2.0 PH --- 2x 4 SP-#3 D -T 0:80 7833 C 0.31 0.49 This truss has been designed T -E 0.60 7559 C. 0.33 0.27 for 20.0 psf LL on the B.C. Brace truss as follows: --------Bottom Chords--------- in areas where a rectangle O.C. From To A -Q 0.78 8140 T 0.56 0.22 3= 6- 0 tall by TC Cont. 0- 0- 0 31- 0-12 Q -G 0.73 8140 T 0.56 0.17 2- 0- 0 wide BC Cont. 0- 0- 0 31- 0-12 G -J 0.85 10555 T 0.73 0.12 will fit between the B.C. One Continuous Lateral Brace J -31 0.85 10555 T 0.73 0:12 and any other member. G -N O -H S1-I 0.86 10555 T 0.73 0.13 Design checked for 10 psf non - Attach CLB with (2)-10d nails I -H 0.83 10293 T 0.71 0.12 concurrent LL on BC. at each web.. H -S 0.67 7161 T 0.49 0.18 Wind Loads - ANSI / ASCE 7-05 S -E 0.67 7161 T 0.49 0.18 Truss is designed as a Main' psf-Ld Dead Live -------------Webs------------- Wind -Force Resistance System. TC 15.0 20.0 Q -R 0.06 189 T Wind Speed: 140 mph BC 10.0 0.0 R -G 0.06 211 T Mean Roof Height: 15-0 TC+BC 25.0 20.0 G -F 0.49 1556 T Exposure Category: C Total 45.0 Spacing 16.0" G -N 0.49 •2427 C 1 Br Occupancy Factor : 1.00 Lumber Duration Factor 1.25 J -N 0.12 404 T Building Type: Enclosed Plate Duration Factor 1.25 N -I 0.19 367 C Zone location: Exterior TC Fb=1.00 Fc=1.00 Ft=1.00 I -O 0.12 385 T TC Dead Load 5.0 psf BC Fb=1.00 Fc=1.00 Ft=1.00 0 -H 0.62 3014. C 1 Br BC Dead Load 6.0 psf H -D 0.50 1571 T Max comp. force 10293 Lbs Total Load Reactions (Lbs) H -T 0,12 384 T Max tens. force 10555 Lbs Jt Down Uplift Horiz- S -T 0.04 134 T Connector Plate Fabrication A 2567 1465 U 39 R Tolerance = 20% E 2662 1522 U 42 R TL Defl -1.63" in J -I L/217 This truss'is designed for a LL Defl -0.56" in J -I L/628 creep factor of 1.5 which Jt Brg Size Required DL Defl -0.71" at SS L/500 is used to calculate total 'A 10.1" 3.0" Shear // Grain in F -N 0.40 load deflection. .E 8.4" 3.1" FABRICATOR NOTES: Plates for each ply each face. 1. EAST COAST TRUSS LC#, 1 Standard Loading Plate - MT20 20 Ga, Gross Area 5285 ST.LUCIE BLVD. Dur Fctrs - Lbr 1.25 Plt 1.25 Plate - RHS 20 Ga, Gross Area FORT PIERCE,FL 34946 plf - Dead Live* From To Plate - MT8H 18 Ga, Gross Area TC V 20 27 0.0' 31.1' Jt Type Plt Size X Y JSI S. Salim Cerci, P.E. BC V 13 0 .0.0' 31.1' A MT20 3.0x10.0 5.0 1.5 0.96 5407 Wellcraft Dr. TC V 43 57 8.2' 23.9' A MT20 5.Ox 6.0-4.7-1.4 0.99 Greenacres, FL.33463 BC V 28 0 8.2' 23.9' F MT20 6.Ox 8.0-0.5-0.7 0.94 BC V 261 209 8.2, CL-LB N MT20 4.Ox10.0-1.0 Ctr 0.76 MAURICE A. SHASHOUA, TC V - 139 111 8.2' CL-LB O MT20 3.Ox 8.0 2.0 Ctr 0.89 P.E.#EB5251 6 19554 BC V 166 132 23.9' CL-LB D MT20 6.Ox 8.0 Ctr-0.6 0.98 1908 NW 112 AVE. _ TC V 158 127 23.9' CL-LB E MT20 3.Ox10.0-5.0 1.7 0.89 CORAL.SPRINGS, FL 33071 E MT20 4.Ox 6.0 3.1-1.0 0.98 2. 111CAUTION111 READ "SCSI-131 Plus 6 Wind Load Case(s) G MT20 4.0x10.0 1.0 Ctr 0.76 SUMMARY SHEET" BEFORE Plus 1 UBC LL Load Case(s) S1 RHS 8.0xl4.0 Ctr 1.2 0.91 HANDLING , INSTALLING 6 Plus 1 DL Load Case(s) H MT20 4.Ox10.0-2.0 Ctr 0.76 BRACING TRUSSES. " 3. SEE ATTACHED DETAIL SHEET Checked for NonConcurrent 200 REFER TO ONLINE PLUS GENERAL FOR: 1-JACK NAILS. Lbs Moving Point Load .applied NOTES AND SYMBOLS SHEET FOR, 2-TBRACE. 3-BEARING BLOCK. at Panel Points and Mid -panel ADDITIONAL SPECIFICATIONS. Online Plusw ®Copyright MTek®1996-2010 Version 27.0.006 Engineering -Portrait 12R92010 2:42:25 PM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering '21839 A2 1 SP_ 300214 3.461 0 1- 0- 3 #21839 - MEL-RY CONSTRUCTION - OLDHAM - SO 3-11 SO 3=13 • o 0 o TCJ 10-5-11 1 10-7-4 I 9-1-15 1 1 5x5 3x6 Sx5 J I D 3.944 T3.461 2x4 H K 3-3-15 >x4 5x6 5x6 A E G S1 F 4x8 5x6 4x8 W:1002 W:806 R:1360 R:1436 U: 776 U: 823 BC30 --4 ALL PLATES ARE MT2020 Scale: 0.215" = V Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC 0.57 2x 4 SP-#2 BC 0.63 2x 4 SP-SS WB 0.33 2x.4 SP-#3 PB --- 2x,4 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 30- 2-14 BC Cont. 0- 0- 0 30- 2-14 psf-Ld Dead Live TC 15.0 . 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 1360 776 U 76 R E 1436 824 U 83 R it Brg Size Required A 10.1" 1.611 E 8.4" 1.7" Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for.NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -H 0.57 3835 C 0.05 0.52 H -J 0.40 3225 C 0.24 0.16 J -I 0.45 3100 C 0.23 0.22 I -D 0.44. 2882 C 0.22 0.22 D -K 0.34 3028 C 0.22 0.12 MiTek® Online Pluses' K -E 0.40 3454 C 0.04 0.36 ------'--Bottom Chords--7 ------ A -G 0.63 3692 T 0.20 0.43 G -S1 0.53 3332 T 0.19 0.34 Si-F 0.62 3332 T 0.19 0.43 F -E 0.53 3280 T 0.18 0.35 ------------- Webs ------------- H -G 0.33 619 C G -J 0.17 560 T G -I 0.17 289 T I -F 0.33 524 C F -D 9.19 605 T F -K 0.18 426 T TL Defl -0.97" in G -F L/355 LL Defl -0.42" in G -F L/816 DL Defl -0.36" at S1 L/945 Shear // Grain in J -I 0.26 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y JSI A MT20 5.0x 6.0 1.6 0.7 0.93 E MT20 5.0x 6.0-1.5 0.7 0.82 S1 MT20 5.0x 6.0 Ctr 0.8 6.96 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 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 H.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psk Max comp. force 3835 Lbs Max.tens. force 3692 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946- S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1906 NW 13.2,AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ 11SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3..SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus- 0 Copyright WekO 1996-2010 Version 27.0.006 Engineering - Portrait 12/292010 2:42:25 PM Page 1 Job Mark Quart Type Span Pl-Hl Left OH Right OH Engineering *21839 A3 1 1 SP 290500 3.461 0 1- 0- 3 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-11 SO 3-14 01 0 0 o TC1 12-9-7 I 5-5-8 1 11-2-1 JH 5x5 5x5 K D 3.461 13.944 T 3x6 2x4 N J 3-11-15 Sx6 4x6 A 1 E M O 31 F jl 2x4 4x8 4x6 3x6 W:1002 W:806 R:1323 R:1399 U: 755 U: 802 BC 29-5-0 1 29-5-0 J. ALL PLATES ARE MT2020. Scale: 0.218" =1' Online Plus - Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- TC 0.64 2x 4 SP-#2 BC 0.96 2x 4 SP-#2 WB 0.70 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 1 0- 0- 0 29- 5- 0 BC Cont. 0- 0- 0 29- 5- 0 psf=Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.6 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift •Horiz- A 1323 755 U 93 R E •1399 803 U SOS R Jt Brg Size Required A 10.1" 1.6" E 8.4" 1.7" Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSl-Bnd ----------Top Chords ---------- A -N 0.64 3655 C 0.17 0.47 N -K 0.50 2692 C 0.20 0.30 K -D 0.36 2584 C 0.20 0.16 D -J 0.43 2890 C 0.22 0.21 J -E 0.46 3278 C 0.25 0.21 MiTek® Online Plus- -------- Bottom Chords --------- * -M 0.90 3518 T 0.38 0.52 M -0 0.87 3518 T 0.40 '0.47 O -S1 0.68 2433 T 0.27 0.41 S1-F 0.85 2433 T 0.27 0.58 F -E 0.96 3119 T 0.33 0.63 ------------- Webs ------------- M -N 0.10 317 T N -0 0.70 982 C O -K 0.11 409 T O -D 0.08 269 T , D -F 0.18 580 T F -J 0.11 457 C TL Defl -0.62" in 0 -F L/539 LL Defl -0.21" in 0 -F L/999 DL Defl -0.27" at S1 L/999 Shear // Grain in A -N 0.29 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 5.Ox 6.0 1.6 0.7 0.88 E MT20 4.Ox 6.0 Ctr 0.2 0.97 S1 MT20 4.Ox 6.0 Ctr 0.2 0.64 REFER•TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 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 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 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 3655 Lbs Max tens. force 3518 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 !!!CAUTION!!! READ 11SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus- 0 Copyright MTek®1996-2010 Version 27.0.006 Engineering - Portrait 12292010 2:42:26 PM Pago 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering '21839 A4 1 SP 280702 3.461 0 1- 0- 3' #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-11 SO 3-14 M 0 0 0 0 0 TC1 13-2-13 JH 5x5 gC T x4 3.944 63 3xx4 3x4 3.461 � K H I 4-7-15 Sx6 4D A 1 � D r G 2x4 J Sl E 2x4 fl W:1002 20G-RHS-6x22 W:806 R:1286 R:1362 U: 716 U: 761 BC -7- EXCEPT AS SHOWN ALL PLATES.ARE MT2020 Scale: 0.226" =1' MiTek® Online Plus' Online Plus -- Version 27.0.006 Membr CSI P Lbs Axl-CSI-Bnd in areas where a rectangle RUN DATE: 29-DEC-10 - Top Chords---------- 3- 6- 0 tall by A -K 0.92 3430 C 0.23 0.69 2- 0- 0 wide CSI -Size- ----Lumber---- K -H 0.73 3362 C 0.25 0.48 will fit between the B.C. TC 0.92 2x 4 SP-#2' H -C 0.65 2187 C 0.03 0.62 and any other member. BC -0.86 2x 4 SP-#2 C -I 0.51 2207 C O A 6 0.35 Design checked for'10 psf non- -- 0.54 2x 4 SP-SS I.-D 0.59 3105 C 0.14 0'.45 concurrent LL on BC. A -S1 --------Bottom Chords--------- Wind Loads - ANSI / ASCE 7-05 WE .0.73 2x 4 SP-#3 A -G 0.54 3303 T 0.18 0.36 Truss is designed as a Main G -S1 0.48 3303 T. 0.19 0.29 Wind -Force Resistance System. _ Brace truss as follows: Sl-E 0.79 2956 T 0.34 0.45 Wind Speed: 140 mph O.C. From To E -D 0:86 2956 T 0.32 0.54 Mean Roof Height: 15-0 TC Cont. 0- 0- 0 28- 7- 2 -------------Webs------------- Exposure Category: C BC ;Cont. 0-'0- 0 28- 7- 2 G -H0.11 357 T Occupancy Factor : 1.00 One Continuous Lateral Brace H -S1 0.37 1271 C 1 Br Building Type: Enclosed H -S1 S1-C 0.27 843 T Zone location: Exterior Attach CLB with (2)-10d nails S1-I 0.73 918 C TC Dead Load 5.0 psf at each web. E -I 0.10 326 T BC Dead Load 6.0 psf Max comp. force 3430 Lbs psf-Ld Dead Live TL Defl -0.50" in G -J L/643 Max tens. force 3303 Lbs TC 15.0 20.0 LL Defl -0.17" in A -G L/999 Connector Plate Fabrication BC 10.0 0.0 DL Defl -0.21" at G L/999 Tolerance = 20% TC+BC 25.0 20.0 Shear // Grain in K -H 0.35 This'truss is designed for a Total 45.0 Spacing 24.0" creep factor of 1.5 which Lumber Duration Factor 1.25 Plates for each ply each face. is used to calculate total Plate Duration Factor '1.25 Plate - MT20 20 Ga, Gross Area load deflection. TC Fb=1.15 Fc=1.10 Ft=1.10 Plate - RHS 20 Ga, Gross Area FABRICATOR NOTES: BC Fb=1.10 Fc=1.10 Ft=1.10 Plate - MT8H 18.Ga, Gross Area 1. EAST COAST TRUSS at Type Plt Size X Y JSI 5285 ST.LUCIE BLVD. Total Load Reactions (Lbs) A 14T20 5.Ox 6.0 1.6 0.7 0.83 FORT PIERCE,FL 34946 Jt Down Uplift Horiz- H MT20 3.Ox 4.0 0.5 0.1 0.79 A 1286 716 U 11.1 R D MT20 4.Ox 6.0 Ctr 0.2 0.92 S. Selim Cerci; P.E. D 1362 761 U 121 R 5407 Wellcraft Dr. REFER TO ONLINE PLUS GENERAL Greenacres, FL.33463 Jt Erg Size Required NOTES AND SYMBOLS SHEET FOR A 10.1" 1.5" ADDITIONAL SPECIFICATIONS. MAURICE A. SHASHOUA, D 8.4" 1.61, P.E.#EB5251 & 19554 NOTES: 1908 NW 112 AVE. Plus 6 Wind Load Case(s) Trusses Manufactured by: CORAL SPRINGS, FL 33071 Plus 1 UBC LL Load Case(s) East Coast Truss 2. !!!CAUTION!!! READ 11BCSI-B1 Plus 1 DL Load Case(s) Analysis Conforms To: SUMMARY SHEET" BEFORE FBC2007, HANDLING , INSTALLING & Checked for NonConcurrent 200 TPI 2002 BRACING TRUSSES. Lbs Moving Point Load applied OH Loading 3. SEE ATTACHED DETAIL SHEET at Panel Points and Mid -panel Soffit psf 2.0 FOR: 1-JACK NAILS. on BC. This truss has been designed 2-TBRACE. 3-SEARING BLOCK. for 20.0 psf LL on the B.C. Online Plus' 0 Copyright MTek®1996-2010 Version 27.0.006 Engineering -Portrait 12292010 2:42:26 PM Pagel Job Mark Quart Type Span • . Pl-Hl Left OH Right OH Engineering 21839 AS 1 SP 280214 3.944 0 1- o- 1 #21839 - MEL-RY.CONSTRUCTION - OLDHAM - HO 3-11 SO 3-14 o 0 TCJ 15-0-13 1 13-2-1 ' o 5x5 L 3.46 ---7 3.944 3x4 3x4 _ J 4-7-13 3x8 3x8 A E H 2x4 K S13x10 F 2x4fl W:1002 4x6 W:806 R:1270 R:1345 U: 724 U: 771 BC28-2-14 928-2-14 ALL PLATES ARE MT2020 Scale: 0.229'. =1' MiTek® Online Pluses' Online Plus -- Version 27.0.006 Membr CSI P Lbs Axl-CSI-Bnd in areas where a rectangle RUN DATE: 29-DEC-10 ----------Top Chords---------- . 3- 6- 0 tall by A -I 0.60 3428 C 0.22 0.38 2- 0- 0 wide CSI -Size- ----Lumber---- I -L 0.53 2302 T 0.15 0.38 will fit between the B.C. TC 0.92 2x•4 SP-#2 L -J 0.82 2335 T 0:29 0.53 and any other member. -- 0.60 2x 4 SP-SS J -E 0.92 3060 T 0.39 0.53 Design checked for SO psf non - A -L --------Bottom Chords--------- concurrent LL on'BC. BC 0.97 2x 4 SP42 A -H 0.93 3305 T 0.35 0.58 Wind,Loads - ANSI / ASCE 7-05 WB 0.67 2x A SP43 H -S1 0.97 3305 T -0.38 0.59 Truss is designed as S1-K 0.78 3305 T 0.38 0.40 Components and Claddings* Brace truss as follows: K -F 0.77 2910 T 0.33 0.44 for Exterior zone location. O.C. From To F -E 0.85 2910 T 0.31 0.54 Wind Speed: 140 mph TC Cont. 0- 0- 0 28- 2-14 -------------Webs------------- Mean Roof Height: 15-0 BC Cont. 0- 0- 0 28- 2-14 H -I 0.11 351 T Exposure' Category: C One Continuous Lateral Brace I -K 0.39 1328 T 1 Br Occupancy Factor : 1.00 I -K K -L 0.26 821 T Building Type: Enclosed Attach CLB with (2)-10d nails K -J 0..67 984 T TC Dead Load: 5.0 psf at each -web. F -J 0.10 320 T BC Dead Load: 6.0 psf Max comp. force 3428 Lbs psf-Ld Dead Live TL Defl -0.52" in H -K L/614 Max tens. force 3385 Lbs TC 15.0 20.0 LL Defl•'-0.17" in H -K L/999 Connector Plate Fabrication BC 10.0 0.0 DL Defl -0.21" at SS L/999 Tolerance = 20% TC+BC 25.0 20.0 Shear // Gtain in I -L' 0.'46 This truss is designed for a Total 45.0 Spacing 24.011. creep factor of 1.5 which Lumber Duration Factor 1.25 Plates for each ply each face. is used to calculate total Plate Duration Factor 1.25 Plate - MT20 20 Ga, Gross Area load deflection. TC Fb=1.15 Fc=1.10 Ft=1.10 Plate - RHS 20 Ga, Gross Area FABRICATOR NOTES: BC E'b=1.10 Fc=1.10 Ft=1.10 Plate - MT8H 18 Ga, Gross Area 1. EAST COAST TRUSS Jt Type Plt Size X Y JSI 5285 ST.LUCIE BLVD. Total Load Reactions• (Lbs) I MT20 3.Ox 4.0 0.5 0.1 0.80 FORT PIERCE,FL 34946 Jt Down .Uplift Horiz- S1 MT20 4.Ox 6.0 Ctr 0.2 0.81 A 1270 725 U 110 R K MT20 3.Ox10.0-0.5 Ctr 0.61 S. Salim Cerci, P.E. E 1346 772 U 120 R 5407 Wellcraft Dr. REFER TO ONLINE PLUS GENERAL Greenacres, FL.33463 Jt Brg Size' Required NOTES AND SYMBOLS SHEET FOR A 10.1" 1.5" ADDITIONAL SPECIFICATIONS. MAURICE A. SHASHOUA, E 8.4" 'l.6" P.E.#EB5251 & 19554 NOTES: 1908 NW 112 AVE. Plus 9 Wind Load Case(s) Trusses Manufactured by: CORAL SPRINGS, FL 33071 Plus 1 UBC LL Load Case(s) East Coast Truss 2. !!!CAUTION!!!' READ 11SCSI-B1 Plus 1 DL Load Case(s) Analysis Conforms To: SUMMARY SHEET" BEFORE FBC2007 HANDLING ,'INSTALLING & Checked for NonConcurrent 200 TPI 2002 BRACING TRUSSES. Lbs Moving Point Load applied OH Loading 3. SEE ATTACHED DETAIL SHEET at Panel Points and Mid -panel Soffit psf 2.0 FOR: 1-JACK NAILS. on BC This.truss has been designed 2-TBRACE. 3-BEARING BLOCK. for 20.0 psf LL on the B.C. 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TT-6-9 ZI-TT-S 6-L-1,T 101 0 0 o r+ • VT-£ OH TT-£ OH - KVHazo - NOIX0 dISHO0 ax-'IHK - 6E8TZ# T -0 -T 0 VV6'E OOSOLZ dS T 9v TRU �uttaau��ug HO q�bi2t HO q;a'I TH-Ta uedS adxj uena 1 31 Qor Job Marx Quan Type Span P1-H1 Left OH Right OH Engineering '21839 A7 1 sP 260702 3.944 0 1- 0- 1 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-11 SO 3-14 N o 0 TCJ 14-2-7 1 5-9-5 0 1 6-7-6 4x4 L 3.46 F_ -� 3.944 3x4 3x4 = J 4-4-13 3x8 3x8 A E H 2x4 Sl K F 4x6 3x10 2x4 W:1002 W:806 R:1196 R:1271 Ui 433 U: 324 BC 26-7-2 26-7-2 ALL PLATES ARE MT2020 Scale: 0.242" = V MiTekO Online Plus" Online Plus -- Version 27.0.006 A -I 0.61 3215 C 0.15 0.46 RUN DATE: 29-DEC-10 I -L 0.53 2034 C 0.07 0.46 L -J 0.38 2054 C 0.05 0.33 CSI -Size- ----Lumber---- J -E 0.48 2862 C 0.10 .0.38 TC O:61 2x 4 SP-#2 --------Bottom Chords ---------- B.0 0.90 2x 4 SP-#2 A -H 0.90 3100'T 0.33 0:57 WB 0.55 2x.4 SP-#3 H -S1 0.88 3100 T 0.36 0.52 S1-K 0.73 3100 T 0.36 0.37 Brace truss as follows: K -F 0.73 2724 T 0.32 0.41 O.C. From' To F -E 0.79 2724 T 0.29 0.50 TC Cont. 0- 0- 0 26- 7- 2 ------------- Webs ------------- BC Cont. 0- 0- 0 26- 7- 2 H -I 0.10 340 T One Continuous Lateral Brace I -K 0.33 1198 C 1 Br I -K K -L 0.24 769 T Attach CLB with (2)-10d nails K -J 0.55 828 C at each web. F -J 0.09 311 T psf-Ld Dead Live TL Defl -0.47" in H -K L/639 TC 15.0 20.0 LL Defl -0.15" in H -K L/999 BC 10.0 0.0 DL Defl -0.21" at SS L/999 TC+BC. 25.0 20.0 Shear // Grain in A -I 0.32 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plates for each ply each face. Plate Duration Factor 1.25 Plate - MT20 20 Ga, Gross Area TC Fb=1.15 Fc=1.10 Ft=1.10 Plate - RHS 20 Ga, Gross Area BC Fb=1.10 Fc=1.10 Ft- -I. 10 Plate - MTBH 18 Ga,.Gross Area Jt.Type Plt Size X Y JSI Total Load Reactions (Lbs) S1 MT20 4.Ox 6.0 Ctr 0.2 0.76 Jt Down Uplift Horiz- K MT20 3.Ox10.0-0.5 Ctr 0.57 A 1196 433 U 137 R E 1271 324 U 97 R REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR Jt Brg Size Required ADDITIONAL SPECIFICATIONS. A 10.1" 1.5" E 8.4" 1.5" NOTES: Trusses Manufactured by: Plus 6 Wind Load Case(s) East Coast Truss Plus 1 UBC LL Load Case(s) Analysis Conforms To: Plus 1 DL Load Case(s) FBC2007 TPI ,2002 Checked for NonConcurrent 200 OH Loading Lbs Moving Point Load applied Soffit psf 2.0 at Panel Points and Mid -panel This truss has been designed on BC for 20.0 psf LL on the B.C. in areas where a rectangle Membr CSI P Lbs Axl-CSI-Bnd 3-•6- 0 tall by ----------Top Chords---------- 2- 0- 0 wide Onfine PIusT 0 Copyright MITekO 1996-2010 Version 27.0.006 Engineering - Portrait 12292010 2:42:30 PM Page 1 will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI /.ASCE 7-05 Truss Is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building'Type: Enclosed Zone location: Exterior 'TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 3215 Lbs Max tens. force 3100 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT•PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 S 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 !!!CAUTION!!! READ °SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Job Mark Quart Type Span Pl=Hl Left OH Right OH Engineering `21839 A8 1 Sp 250904 3.944. 0 1= 0- 1 #21839 - MEL-RY CONSTRUCTION - OLDHAM - 80 3-11 80 3-14 0 o C - T 6-10-13 I 6-9-14 1 12-0-3 ''r 1 4x4 • J 3.46�- � 3.944 T3x4 3x4 8 L 3-11-9 B 3x8 3x8 A 1 E � G Sl I 2x4 4x6 3x10 K 2x4 W:1002 W:806 R:1159 R:1234 U: 210 U: 382 BC - - 2 --9-4 ALL PLATES ARE MT2020 Scale: 0.249" =1' MiTekG Online Plus" Online Plus -- Version 27.0.006 A -H 0.54 3108 C 0.12 0.42 and any other member. RUN DATE: 29-DEC-10 H -J 0.49 1969 C 0.06 0.43 Design -checked for 10 psf non - LT -L 0.38 1989 C 0.01 0.37 concurrent LL on BC. CSI -Size- ----Lumber---- L -E 0.45 2765 C 0.08 0.37 Wind Loads - ANSI / ASCE 7-05 TC.i0.54 2x 4 SP-#2 --------Bottom Chords--------- Truss is designed as a Main BC -0.88 2x 4 SP-#2 A -G 0.84 2996 T 0.32 0.52 Wind -Force Resistance System. WB '0.49 2x 4 SP-#3 G -S1 0.88 2996 T 0.35 0.53 Wind Speed: 140 mph S1-I 0.71 2996 T 0.35 0:36 Mean Roof Height:. 15-0 Brace truss as follows: I -K 0.70 2631 T 0.31 0.39 Exposure Category: C O.C.. From To K -E 0.77 2631 T 0.29 0.48 Occupancy Factor : 1.00 TC Cont. 0- 0- 0'25- 9- 4 ------------ =Webs------------- Building Type: Enclosed BC Cont. 0- 0- 0 25- 9- 4 G -H 0.10 334 T Zone location: Exterior - One: -Continuous Lateral Brace H -I 0.31 1155 C 1 Br TC Dead Load 3.0 psf H•-I I -J 0.23 744 T BC Dead Load 6.0 psf Attach CLB with (2)-10d nails I.-L 0.49 '795 C Max comp. force 3108 Lbs at each web. K -L 0.09 306 T Max tens. force 2996 Lbs Connector Plate Fabrication psf-Ld Dead Live TL Defl-0.4511 in G -I L/648 Tolerance = 20% TC_ 15.0 20.0 LL Defl-0'.15" in G -I L/999 This truss is designed for a BC 10.0 0.0 DL Defl -0.20" at Sl L/999 creep factor of 1.5 which TC+BC 25.0 20.0 Shear // Grain in H -J 0.31 is used to calculate total Total 45.0 Spacing 24.0" load deflection. Lumber Duration Factor 1.25 Plates for each ply each face. FABRICATOR NOTES: Plate Duration Factor 1.25 Plate - MT20 20 Ga, Gross Area 1. EAST COAST TRUSS TC Fb=1.15 Fc=1.10 Ft--1 AO Plate - RHS 20 Ga, Gross Area 5285 ST.LUCIE BLVD. BC Fb=1.10 Fc=1.10 Ft=1.10 Plate - MT88 18 Ga. Gross Area FORT PIERCE,FL 34946 Jt Type Plt Size X Y JSI Total Load Reactions (Lbs) Sl MT20 4.Ox 6.0 Ctr 0.2 0.74 S. Salim Carol, P.E. Jt Down Uplift Horiz- 5407 Wellcraft Dr. A 1159 211 U 141 R REFER TO ONLINE PLUS GENERAL Greenacres, FL.33463 E' 1234 382 U 94 R NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. MAURICE A. SHASHOUA, Jt Brg Size Required P.E.#EB5251 & 19554 A 10.1" 1.5" NOTES: 1908 NW 112 AVE. E 8.4" 1.5" Trusses Manufactured by: CORAL SPRINGS, FL 33071 East Coast Truss- 2. !!!CAUTION!!! READ 11SCSI-B1 Plus 6 Wind Load Case(s) Analysis Conforms To: SUMMARY SHEET" BEFORE Plus 1 UBC LL Load Case(s) FBC2007 HANDLING , INSTALLING & Plus 1 DL'Load Case(s) TPI 2002 BRACING TRUSSES. OH Loading 3. SEE ATTACHED DETAIL SHEET Checked for NonConcurrent 200 Soffit psf 2.0 FOR: 1-JACK NAILS. Lbs Moving Point Load applied This truss has been designed 2-TBRACE. 3-BEARING BLOCK. at Panel Points and Mid -panel for 20.0 psf LL on the B.C. Y on BC 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. Online Plus- 0 Copyright MTekG 1996-2010 Version 27.0.008 Engineering - Portrait 1212g=10 2:42:30 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering `21839 A9 1 1 SP 241106 3.944 0 1- 0- 1 #21839 - MEL-RY CONSTRUCTION - OLDHAM - SO 3-11 HO 3-14 0 io 0 0 Tt9 6-8-3 I 6-7-3 1 11-7-10 114 4x4 J 3.46 F - 3.944 T 3x4 3x4 H L 3-10-1 B 3x8 3x8 A 1 E tm G 2x4 Si.. I 4x6 3x10 K 2x4 W:1002 W:806 R:1122 R:1197 U: 204 V: 371 - - - ALL PLATES ARE 14T2020 Scale: 0.257" = 1' MiTek® Online Pluses' Online Plus -- Version 27.0.006 --------Bottom Chords--------- Truss is designed as a Main RUN DATE: 29-DEC-10 A -G 0.84 2893 T 0.31 0.53 Wind-Force.Resistance System. G -S1 0.86 2893 T 0.34 0.52 Wind Speed: 140 mph CSI -Size- ----Lumber---- S1-I 0.68 2893 T 0.34 0.34 Mean Roof Height: 15-0 TC 0.49 2x 4 SP42 I -K 0.71 2539 T 0.30 0.41 Exposure Category: C BC 0.86 2x 4 SP42 K -E 0.74 2539 T 0.28 0.46 Occupancy Factor : 1.00 WB 0.92 2x 4 SP43 -------------Webs------------- Building Type: Enclosed G -H 0.10 328 T Zone location: Exterior Brace truss as follows: H -I 0.92 1112 C TC Dead Load 5.0 psf O.C. From To I -J 0.23 718 T BC Dead Load 6.0 psf TC Cont. 0- 0- 0 24-11- 6 I -L 0.44 762 C Max comp. force 3001 Lbs BC Cont. 0- 0- 0 24-11- 6 K -L 0.09 301 T Max tens. force 2893 Lbs Connector Plate Fabrication psf-Ld Dead Live TL Defl-0.4411 in G -I L/632 Tolerance'= 20% TC 15.0 20.0 LL Defl -0.16" in G -I L/999 This truss is designed for a BC 10.0 0.0 DL Defl -0.19" at S1 L/999 creep factor of 1.5 which. TC+BC 25.0 20.0 Shear // Grain in H -J 0.30 is used to calculate total Total 45.0 Spacing 24.0" load deflection. Lumber Duration Factor 1.25 Plates for each ply each face. FABRICATOR -NOTES: Plate Duration Factor 1.25 Plate - MT20 20 Ga, Gross Area 1. EAST COAST TRUSS TC Fb=1.15 Fc=1.10 Ft=1.10 Plate - RH3 20 Ga, Gross Area 5285 ST.LUCIE BLVD. BC Fb=1.10 Fc=1.10 Ft=1.10 Plate - MT8H 18 Ga, Gross Area, FORT PIERCE,FL 34946 ' it Type Plt Size X Y JSI Total Load Reactions (Lbs) S1 MT20 4.Ox 6.0 Ctr 0.2 0.76 S. Salim Cerci, P.E. it Down Uplift Horiz- 5407 Wellcraft Dr. A 1122 204 U 137 R REFER TO ONLINE PLUS GENERAL Greenacres, FL.33463 E 1198 372 U 93 R NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. MAURICE A. SHASHOUA, it Brg Size Required P.E.#EB5251 & 1.9554 A 10.1" 1.5" NOTES: 1908 NW 112 AVE. E 8.41, 1.5" Trusses Manufactured by: CORAL SPRINGS, FL 33071 East Coast Truss 2. !!!CAUTION!!! READ "BCSI-Bl Plus 6 Wind Load Case(s) Analysis Conforms To: SUMMARY SHEET" BEFORE Plus 1 UBC LL Load Case(s) FBC2007 HANDLING , INSTALLING & Plus 1 DL Load Case(s) TPI 2002 BRACING TRUSSES. OH Loading 3. SEE ATTACHED DETAIL SHEET Checked for NonConcurrent 200 Soffit psf 2.0 FOR: 1-JACK NAILS. Lbs Moving Point Load applied This truss has been designed 2-TBRACE. 3-BEARING BLOCK. at Panel Points and Mid -panel for 20.0 psf LL on the B.C. on BC 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. A -H 0.49 3001 C 0.11 0.38 and any other member. H -J 0.45 1905 C 0.02 0.43 Design checked for 10 psf non- J -L 0.36 1924 C 0.01 0.35 concurrent LL on BC. L -E 0.43 2668 C 0.08 0.35 Wind Loads - ANSI / ASCE 7-05 Online PIusTM ®Copyright MRek®1996-2010 Version 27.0.006 Engineering -Portrait 12/292010 2:42:31 PM Pagel Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 21839 A10 1 SP 240108 3.944 0 1- 0- 1 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-11 HO 3-14 0 T(9 6-5-9 1 6-4-9 1 11-3-0 `i 4x4 J 3.46 � � 3.944 T 3x4 3x4 r H L . 3-8-9 B 3x8 3x8 A i E ® G 2x4 Sl 4x6 I 3x10 K 2x4 W:1002 W:806 R:1085 R:1160 U: 197 U: 361 BC 24-1-8 A24-1-8 r.� � v ALL PLATES ARE MT2020 Scale: 0.266" = 1' MiTek® Online Plus"' Online Plus -- Version 27.0.006 --------Bottom Chords--------- Truss is designed as a Main RUN DATE: 29-DEC-10 A -G 0.80 2790 T 0.30 0.50 Wind -Force Resistance System. G -Sl 0.80 2790 T 0.33 0.47 Wind Speed: 140 mph CSI -Size- ----Lumber---- S1-I 0.72 2190 T 0.33 0.39 Mean Roof Height: .15-0 TC 0.45 2x 4 SP-#2 I -K 0.68 2446 T 0.29 0.39 Exposure Category: C BC 0.80 2x 4 SP-#2 K -E 0.71 2446 T 0.27 0.44 Occupancy Factor : 1.00 WB 0.82 2x 4 SP-#3 -------------Webs------------- Building Type: Enclosed G -H 0.10 322 T Zone location: Exterior Brace truss as follows: H -I 0.82 1069 C TC Dead Load 5.0psf O.C. From To I -J 0.22 693 T BC Dead Load 6.0 pa£ TC Cont. 0- 0- 0 24- 1- 8 I -L 0.39 129 C Max comp. force 2B94 Lbs BC Cont. 0- 0- 0 24- 1- 8 K -L 0.09 295 T Max tens. force 2790 Lbs Connector Plate Fabrication psf=lid Dead Live TL Defl -0.43" in G -I L/630 Tolerance = 20% TC 15.0 20.0 LL Defl -0.16" in G -I L/999 This truss is -designed for a BC 10.0 ' 0.0 DL Defl -0.18" at S1 L/999 creep factor of 1.5 which TC+BC 25.0 20.0 Shear // Grain in H -J 0.29 is used to calculate total Total 45.0 Spacing 24.0" load deflection. Lumber Duration Factor 1.25 Plates for each ply each face. FABRICATOR NOTES: Plate Duration Factor 1.25 Plate - MT20 20 Ga, Gross Area 1. EAST COAST TRUSS TC Fb=1.15 Fc--1.10 Ft=1.10 Plate - RHS 20 Ga, Gross Area 5285 ST.LUCIE BLVD. BC-Fb=1.10 Fc=1.10 Ft=1.10 Plate - MT8H 18 Ga, Gross Area FORT PIERCE,FL 34946 it Type Plt Size X Y JSI Total Load Reactions (Lbs) S1 MT20 4.Ox 6.0 Ctr 0.2 0.94 S. Selim Cerci, P.E. it Down Uplift Horiz- 5407 Wel'lcraft Dr. A 1085 197 U 132 R REFER TO ONLINE PLUS GENERAL Greenacres, FL.33463 E 1160 361 U 93 R NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. MAURICE A. SHASHOUA, it Brg Size Required P.E.#EB5251 6 19554 . A 10.1" 1.5" NOTES: 1908 NW 112 AVE. E 8.4" 1.5" Trusses Manufactured by: CORAL SPRINGS, FL 33071 East Coast -Truss 2. !!!CAUTION!!! READ "SCSI-B1 Plus 6 Wind Load Case(s) Analysis Conforms To: SUMMARY SHEET" BEFORE Plus 1 UBC LL Load Case(s) FBC2007 HANDLING , INSTALLING 6 Plus 1 DL Load Case(s) TPI 2002 BRACING TRUSSES. OR Loading 3. SEE.ATTACHED DETAIL SHEET Checked for NonConcurrent 200 Soffit psf 2.0 FOR: 1=JACK NAILS. Lbs Moving Point Load applied This truss has been designed 2-TBRACE. 3-BEARING BLOCK. at Panel Points and Mid -panel for 20.0 psf LL on the B.C. on BC 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. A -H 0.45 2894 C 0.05 0.40 and any other member. H -J 0.42 1840 C 0.02 0.40 Design checked for 10 psf non- J -L 0.33 1859 C 0.01 0.32 concurrent LL on BC. L -E 0.39 2570 C 0.07 0.32 Wind Loads - ANSI / ASCE 7-05' Online Plus- 0 Copyright MTek®1996-2010 Version 27.0.006 Engineering - Portrait 12292010 2:42:31 PM Page 1 Job Mark uan Type Span P1-H1 Left OH Right OH Engineering 21839 All 1 SP P 230310 3.944 0 1- 0- 1 #21839 - MEL-RY CONSTRUCTION - OLDHAM - .HO 3-11 HO 3-14 0 � TA 6-2-15 1 6-1-15 1 10-10-6 0 o 11 1 4x4 J 3.46 F 3.944 T 3x4 2x4 H K 3-7-1 B 3x8 3x6 A E ® G 2x4 S1 I 4x6 3x8 fl . W:1002 W:806 R:1048 R:1123 U: 190 U: 350 BC23-3-10 -3- ALL PLATES ARE MT2020 Scale: 0.275" = 1' Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC 0.54 2x 4 3P42 BC .0.76 2x •4 SP-#2 -- 0.57 2x 4 SP-SS S1-E WB 0.71 2x-4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 23- 3-10 BC Cont. 0- 0- 0 23- 3-10 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc--1.10 Ft=1.10 BC Fb=1.10. Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1048 190 U 127 R E 1123 350 U 92 R Jt Brg Size Required A 10.11, 1.5" E 8.411 .1.511 Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point.Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -H 0.41 2774 C 0.04 0.37 H -J 0.39 1804 C 0.02 0.37 MiTek® Online Plus' J -K 0.31 1824 C 0.02 0.29 K -E 0.54 2421 C 0.02 0.52 --------Bottom Chords---7 ----- A -G 0.76 2675 T 0.29 0.47 G -Sl 0.75 2675 T 0.32 0.43 S1-I 0.46 2675 T 0.13 0,33 I -E' 0.57 2313 T 0.13 0.44 ------------- Webs ------------- G -H 0.09 293 T H -I 0.71 985. C I -J 0.21 697 T 'I -K 0.35 660 T TL Defl -0.56" in I -E L/463 LL Defl-0.2311 in I -E L/999 DL Defl -0 A411 at G L/999 Shear // Grain in H -J 0.28 Plates for'each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI S1 MT20 4.Ox 6.0 Ctr 0.2 0.86 I MT20 3.Ox 8.0-0.5 Ctr 0.64 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 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- a- 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 7-05 Truss is designed as i Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height:. 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp, force 2774 Lbs Max tens. force 2675 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Carol, P.E. 5401 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. Al !CAUTION111 READ °BCSI-B1 SUMMARY SHEET° BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE.ATTACHED DETAIL SHEET FOR: 1-JACK NAILS.. 2-TBRACE. 3-HEARING BLOCK. Online Plus- ® Copyright MiTek®1996-2010 Version 27.0.006 Engineering - Portrait 12292010 2:42:32 PM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering F" 21839 Al2 F1 SP 220512 3.944 0 1- 0- 1 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-11 HO 3-14 N 0 o TA 6-0-5 1 5-11-5 1 10-5-12 11 1 4x4 J 3.46 3.944 T 3x4 2x4 H K 3-5-8 B 3x8 3x6 A 1 E• G 2x4 Sl I 4x6 3x8 W:1002 W:806 R:1011 R:10116 U: 183 U: 339 BC 22-5-12 2-5-12 ALL PLATES ARE MT2020 Scale: 0.284" = 1' MiTek® Online Plus' Online Plus --. Version 27.0.006 J -K 0.28 1757 C 0.02 0.26 Wind Loads - ANSI / ASCE 7-05 RUN DATE: 29-DEC-10 K -E 0.51 2328 C 0.02 0.49 Truss is designed as a Main --------Bottom Chords--------- Wind -Force Resistance System. CSI'-Size- ----Lumber---- A -G 0.75 2572 T 0.28 0.47 Wind Speed: 140 mph TC 0.51 2x 4 SP-#2 G -S1 0.73 2572 T 0.31 0.42 Mean Roof Height: 15-0 BC 0.75 2x 4 SP-#2 SS -I 0.44 2572 T 0.13 0.31 Exposure Category: C -- 0.55 2x 4 SP-SS I -E 0.55 2224 T 0.13 0.42 Occupancy Factor : 1.00 S1-E -------------Webs------------- Building Type: Enclosed WB >0:63 2x 4 SP-#3 G -H 0.09 288 T Zone location: Exterior H -I 0.63 944 C TC Dead Load 5.0 psf Brace truss as follows: I -J 0.21 670 T BC Dead Load 6.0 psf O.C. From To I -K 0.31 633 T Max comp, force 2667 Lbs TC Cont. 0- 0- 0 22- 5-12 Max tens. force 2572 Lbs BC Cont. 0- 0- 0 22- 5-12 TL Defl -0.49" in I -E L/509 Connector Plate Fabrication, LL Defl -0.20" in I -E L/999 Tolerance 20% psf-Ld Dead Live DL Defl -0.13" at G L/999 This truss is designed for a TC 15.0 20.0 Shear // Grain in'H -J 0.27 creep factor of 1.5 which BC 10.0 0.0 is used to calculate total TC+BC 25.0 20.0 Plates for each ply each face. load deflection. Total 45.0 Spacing 24.0" Plate - MT20 20 Ga, Gross Area FABRICATOR NOTES: Lumber Duration Factor 1.25 Plate - RHS 20 Ga, Gross Area 1. EAST COAST TRUSS Plate Duration Factor 1.25 Plate - MT8H 18 Ga, Gross Area 5285 ST.LUCIE BLVD. TC Fb=1.15 Fc=1.10 Ft=1.10 Jt Type Plt Size X Y JSI FORT PIERCE,FL 34946 BC Fb=1.10 Fc=1:10 Ft=1.10 S1 MT20 4.Ox 6.0 Ctr 0.2 0.66 I MT20 3.Ox 8.0-0.5 Ctr 0.61 S. Salim Carol, P.E. Total Load Reactions (Lbs) 5407 Wellcraft Dr. Jt Down .Uplift Horiz- REFER TO ONLINE PLUS GENERAL Greenacres, FL.33463 A 1011 184 U 123 R NOTES AND SYMBOLS SHEET FOR E 1086 340 U 91 R ADDITIONAL SPECIFICATIONS. MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 Jt Brg Size Required NOTES: 1908 NW 112 AVE. A 10.1" 1.5" Trusses Manufactured by: CORAL SPRINGS, FL 33071 E 8.4" 1.5" East Coast Truss 2. !!!CAUTION!!! READ 11SCSI-B1 Analysis Conforms To: SUMMARY SHEET" BEFORE Plus 6 Wind Load Case(s) FBC2007 HANDLING , INSTALLING & Plus 1 UBC LL Load Case(s) TPI 2002 BRACING TRUSSES. Plus 1 DL Load Cases) OH Loading 3. SEE ATTACHED DETAIL SHEET Soffit psf 2.0 FOR: 1-JACK NAILS. Checked for Nonconcurrent 200 This truss has been designed 2-TBRACE. 3-BEARING BLOCK. Lbs Moving Point Load applied for 20.0 psf LL on the B.C.- at Panel Points and Mid -panel in areas where a rectangle on BC 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. A -H 0.37 2667 C 0.04 0.33 Design checked for 10 psf non- H -J 0.35 1738 C 0.02 0.33 concurrent LL on BC. Online Plus- ® Copyright MiTek®1996-2010 Version 27AD06 Engineering -Portrait 12292010 2:42:33 PM Pagel Job Mark .Quan Type Span Pl-Hl Left OH Right OH Engineering 21839 A13 1 SP 210715 3.944 0 1- 0- 1 '#21839 - MEL-RY CONSTRUCTION - OLDHAM - SO 3-11 NO 3-14 � 0 o TL9 5-9-11 1 5-8-11 I 10-1-3 4x4 J 3.46 � � 3.944 T 3x4 2x4 N K: 3-4-0 B 3x6 3x6 A E r G 2x4 131 .1 4x4 3x8 •W:1002 W:806 R: 974 R:1049 U: 177 U: 329 BC.21-7-15 21-,-15 ALL PLATES ARE MT2020 Scale: 0.294" =1' Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC 0.50 2x -4 SP42 BC 0.99' 2x4 SP-42 WB .0.56 2x 4 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 21- 7-15 BC Cont. 0- 0- 0 21- 7-15 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC. 25.0 M 0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 974 177 U 118 R E 1050 329 U 90 R Jt Brg Size Required A 10.1" 1.5" E 8.411 1.5" Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -H 0.34 2561 C 0.04 0.30 H -J 0.32 1672 C 0.03 0.29 J -K 0.24 1690 C 0.01 0.23 K -E 0.50 2237 C 0.02 0.48 MiTeko Online Plus- ------ Bottom Chords --------- A -G 0.72 2469 T 0.27 0.45 G -S1 0.68 2469 T 0.30 0.38 S1-I 0.80. 2469 T 0.25 0.55 I -E 0.99 2136 T 0.24 0.75 ----------- Webs ------------- G -H 0.09 283 T H -I 0.56 902 C I -J 0.20 643 T I -K 0.27 607 T TL Defl -0.46" in I -E L/519 LL Defl 0.19" in I -E L/999 DL Den-0.1211 at G L/999 Shear // Grain in H -J 0.26 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RES 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y JSI S1 MT20 4.Ox 4.0 Ctr 0.2 0.91 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 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 7-05 Truss is.designed as a Main. Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor ': 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 2561 Lbs Max tens. force 2469 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. FABRICATOR NOTES: 1. EAST COAST TRUSS . 5285 ST.LUCIE BLVD. FORT PIERCE;FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. 3HASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 !!!CAUTION!!! READ 11BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online PlusTM 0 Copyright MITekO 1996-2010 Version 27.0.006 Engineering - Portrait 12292010 2:42:33 PM Page 1 Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 21839 A14 1 SP 201001 3.944. 0 1- 0- 1 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-11 HO 3-14 ,D 0 o TGA 11-1-2 1 9-8-9 4x4 G 3.46F 3.944 T .3x4 3x4 J K 3-2-8 B 3x6 4x4 A 1 $ Ed I�=yl I Sl 2x4 4x6 F 3x8 H 2x4 W:1002 W:806. R: 937 R:1012. U: 531 U: 581 BC 20-10-1 -10 ALL PLATES ARE MT2020 Scale: 0.305" = 1' MiTek® Online Plus - Online Plus -- Version 27.0.006 ------=-Bottom Chords --------- RUN DATE: 29-DEC-10 A -I 0.66 2380 T 0.27 0:39 I -S1 0.69 2380 T 0.29 0.40 CSI -Size- ----Lumber---- Sl-F 0.61 2380 T 0.29 0.32 TC 0.40 2x 4 SP42 F -H 0.62 2127 T 0.26 0.36 BC 0.69 2x 4 SP42 H -E 0.56 2127 T 0.24 0.32 WB '0.52 2x 4 SP43 ------------- Webs ------------- I -J 0.09 296 T Brace truss as follows: J -F 0.52 888 C O.C. From To F -G 0.18 569 T TC. Cont. 0- 0- 0 20-10- 1 F -K 0.30 635 C BC Cont. 0- 0- 0 20-10- 1 H -K 0.08 268 T psf-Ld Dead Live TL Defl -0.31" in I -F L/756 TC 15.0 20.0 LL Defl -0.11" in I -F L/999 BC 10.0 0.0 DL Defl -0.13" at Sl L/999 TC+BC 25.0. 20.0 Shear // Grain in'J -G 0.24 Total 45.0 Spacing 24.01, Lumber Duration Factor 1.25 Plates for each ply each face. Plate Duration Factor 1.25 Plate - MT20 20 Ga, Gross Area TC Fb=1.15 Fc--1.10 Ft=1.10 Plate - RHS 20 Ga, Gross Area BC Fb=1.10 Fc=1.10 Ft=1.10 Plate - MTSH 18 Ga, Gross Area Jt Type Plt Size X Y JSI Total Load Reactions (Lbs) E MT20 4.Ox 4.0 Ctr 0.2 0.99 Jt Down Uplift Horiz- S1 MT20 4.Ox 6.0 Ctr 0.2 0.65 A 937 531 U 83 R E . 1013 582 U 94 R REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR. Jt Brg Size Required ADDITIONAL SPECIFICATIONS. A 10.1" 1.5" E 8.4" 1.5" NOTES: Trusses Manufactured by: Plus 6 Wind Load Case(s) East Coast Truss Plus 1 UBC LL Load Case(s) Analysis Conforms To: Plus 1 DL Load Case(s) FBC2007 TPI 2002 Checked for NonConcurrent 200 OH Loading Lbs Moving Point Load applied Soffit psf 2.0 at Panel Points and Mid -panel This truss has been designed on BC for 20.0 psf LL on the B.C. in areas where a rectangle Membr CSI P Lbs Axl-CSL-Bnd 3- 6- 0 tall by ----------Top Chords---------- 2- 0- 0 wide A -J 0.40 2469 C 0.18 0,.22 will fit between the B.C. J -G 0.34 1591 C .0.12 0.22 and any other member. G -K 0.28 1606 C 0.12. 0.16 Design checked for 10 psf non- K -E 0.33 2235 C 0.17 0.16 concurrent LL on BC. Online PlusTM 0 Copyright MTekO 1996-2010 Version 27.0.006 Engineering - Portrait 1229/2010 2A2:34 PM Page 1 Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor. : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC -Dead Load 6.0 psf Max.comp. force 2469 Lbs Max tens. force 2390 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. FABRICATOR NOTES: 1. EAST 'COAST TRUSS 5285 3T.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ 11SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. ? Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 21839 AI S 1 SP 200003 3.944 0 1- 0- 1 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-11 b HO 3-14 T(A 10-7-7 � 91 9-3-13 11-0-11 4x4 C D 3.46 F- 3.944 2x4 2x4 G H 3-4-10 B 3x6 A 4x4 E ! Sl 4x4 F 3x8 W:1002 W:806 R: 900 R: 975 U: 507 U: 558 BC 20-0-3 20-0-3 EJ ALL PLATES ARE MT2020 Scale: 0.314" = 1' Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC .0.58 2x 4 SP-#2 BC -0.88 2x 4 SP42 -- 0.56 2x 4 SP-SS A -Sl WB �0.35 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 20- 0- 3 BC Cont. 0- 0- 0 20- 0- 3 psf-Ld Dead Live TC 15.0 20..0' BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- MiTek® Online Plus91 H -E 0.41 2064 C 0.01 0.40 --------Bottom Chords --------- A -S1 0.56 2151 T 0.12 0.44 S1-F 0.83 2151 T 0.24 0.59 F -E 0.88 1968 T 0.22 0.66 ------------- Webs ------------- G -F 0.35 694 C F -C 0.19 633 T F -H 0.21 504 C TL Defl -0.57" in B -F L/389 LL Defl -0.26" in B -F L/848 DL Defl -0.20" at S1 L/999 Shear // Grain in B -G 0.27 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI E MT20 4.Ox 4.0 Ctr 0.2 0.92 S1 MT20 4.Ox 4.0 Ctr 0.2 0.89 REFER�TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. A 900 508 U 80 R NOTES: E '976 558. U 91 R Trusses Manufactured by: East Coast Truss Jt Brg Size Required Analysis Conforms To: A 10.1" 1.511 FBC2007 E 8.4" 1.5" TPI 2002 OH Loading IF Plus 6 Wind Load Case(s) Soffit psf 2.0 Plus 1 UBC LL Load Case(s) This truss has been designed Plus 1 DL Load Case(s) for 20.0 psf LL on the B.C. in areas where a rectangle Checked for NonConcurrent 200 3- 6- 0 tall by Lbs Moving Point Load applied 2- 0- 0 wide at Panel Points and Mid -panel will fit between the B.C. on BC and any other member. Design checked for 10 psf non- Membr CSI P Lbs Axl-CSI-Bnd concurrent LL on BC. ----------Top Chords---------- Wind Loads - ANSI / ASCE 7-05 A -G 0.58 2224 C 0.02 0.56 Truss is designed as a Main G -C 0.32 1560 C 0.01 0.31 Wind -Force Resistance System. C -H 0.23 1574 C 0.11 0.12 Wind Speed: 140 mph Online Plus"' 0 Copyright MITekO 1995-2010 Version 27.0.006 Engineering -Portrait 1229/2010 2:42:34 PM Pagel Mean Roof Height: 15=0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC -Dead Load 6.0 psf Max comp. force 2224 Lbs Max tens. force 2151 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Cerci; P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ "SCSI-Bl SUMMARY SHEET" BEFORE HANDLING , INSTALLING.& BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Job Mark Quan Type Span P17H1 Left OH Right OH Engineering 21839 A 1 Sp 190205 3.46 0 1- 0- 3 #21839 - MEL-RY CONSTRUCTION - OLDHAM - y HO 3-11 SO 3-14 TC? 10-3-0 1 8-11-5 11-0-31 4x4 F 3.46 � � 3.944 T 2x4 2x4 G H ' 2-11-7 4x4 4x4 A 1 D � � S1 E 4x4 . 3x8 W:1002 W:806 R: 863 R: 939 U: 492 U: 54d BC19-2-5 19 ALL PLATES ARE MT2020 Scale: 0.327" = 1' Online Plus'-- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC 0.54 2x 4 SP-#2 BC 0.99 2x 4 S1 42 WB 0.33 2x 4 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 19- 2- 5 BC Cont. 0- 0- 0 19- 2- 5 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 863 492 U 77 R MiTeko Online Plus - A -S1 0.99 2078 T 0.24 0.75 S1-E 0.80 2078.T .0.24 0.56 E -D 0.85 1877 T 0.22 .0.63 ------------- Webs ------------- G -E 0.33 679 C E -F 0.18 601 T E -H 0.18 474 C TL Defl -0.42" in A -E L/500 LL Defl-0.1711•in A -E L/999 DL Defl -0.12" at S1 L/999 Shear // Grain InA -G 0.26 Plates for each ply each face. Plate - MT20 20 Ga, Gross.Area Plate - RHS 20 Ga, Gross Area Plate - 14TBH 18 Ga, Gross Area it Type Plt Size X Y JSI A MT20 4.Ox 4.0 Ctr 0.2 0.98 D MT20 4.Ox 4.0 Ctr 0:2 0.88 S1 MT20 4.Ox 4:0 Ctr 0.2 0.91 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. D 939 540 U 88 R NOTES: Trusses Manufactured by: it Brg Size Required East Coast Truss A 10.1" 1.5" Analysis Conforms To:. D 8.4" 1.5" FBC2007 TPI 2002 Plus 6 Wind Load Cases) OH Loading Plus 1 UBC 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 B.C. Checked for NonConcurrent 200 in areas where a rectangle Lbs Moving Point Load applied 3- 6- 0 tall by at Panel Points and Mid -panel 2- 0- 0 wide on BC will fit between the B.C. and any other member. Membr CSI P Lbs Axl-CSI-Bnd Design checked for 10 psf non- ---------- Top Chords---------- concurrent LL on BC. A -G 0.54 2148 C 0.01 0.53 Wind Loads - ANSI / ASCE 7-05 G -F 0.28 1494 C 0.01 0.27 Truss is designed as a Main F -H 0.22 1508 C 0.11 0.11 Wind -Force Resistance System. H -D 0.38 1969 C 0.01 0.37 Wind Speed: 140 mph --------Bottom Chords--------- Mean Roof Height: 15-0 Online PlusTM 0 Copyright MITekO 1996-2010 Version 27.0.006 Engineering - Portrait 12292010 2:42:34 PM Page 1 Exposure Category: C Occupancy Factor 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC.Dead Load 6.0 psf Max comp. force 2148 Lbs Max tens. force 2078 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL:33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 !!!CAUTION!!! READ "SCSI-Bl SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering "21839 A17H 1 SP 180407 3.46 0 1- 0- 3 #21839'- MEL-RY CONSTRUCTION - OLDHAM - HO 3-11 SO 3-13 T 8-1-15 1 3-0-15 1 7-1-9 I1-0-3I 4x8 4x6 8 I 46 3. �� 3.944 T 2x4 2x4 G N 2-7-15 4x8 4x8 A 1 E < <z H 6x6 L 3x6 W:1002 ten.. W:806 R:1419 SPL R:1562 U: 809 U: 894 BC 18-4-7 10 4- . ALL PLATES ARE MT2020 Scale: 0.340" = 1' Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC 0.49 2x '4 .SP-#2 BC 0.84 2x 6 SP-#2 WB 0.24 2x 4 SP-#3 Brace truss as follows: O.C. From To TC- Cont. 0- 0- 0.18- 4- 7 BC Cont. 0- 0- 0 18- 4- 7 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 16.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 FC=1.00 Ft=1.00 BC Fb=1.00 'Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 1419 810 U 40 R E 1562 894 U 46 R Jt Brg Size Required A 10.1" 1.'7" E 8.4" 1.8" MiTek® Online Plus" Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A.-G 0.47 4474 C 0.37. 0.10 G -B 0.49 4300 C 0.35 0.14 B -I 0.48 3982 C 0.33 0.15 I -N 0.45 4174 C 0.34 0.11 N -E 0.44 4288 C 0.36 0.08 --------Bottom Chords --------- A....-H:.......0:84.:....4299-T......0.57 - 0..27.......:._. H -L 0.64 4110 T 0.54 0.10 L -E 0.75 4069 T 0.54 0.21 ------------- Webs ------------- G -H 0.04 192 T H -B 0.24 802 T B -L .0.05 238 C L -I 0.22 705 T L -N 0.03 137 T TL.De£1 -0.41" in.A -H L/488 LL Defl -0.14" in A -H L/999 DL Defl -0.18" at H L/999 Shear // Grain in B -I 0.26 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI B MT20 4.Ox 8.0-1.0 Ctr 0.75 H MT20 6.Ox 6.0-0.5-1.2 1.00 LC# 1 Standard Loading REFER TO ONLINE PLUS GENERAL Dur Fctrs - Lbr 1.25 Plt 1.25 NOTES AND SYMBOLS SHEET FOR plf - Dead Live* From To ADDITIONAL SPECIFICATIONS. TC V 20 27 0.0' 18.4' BC V 13 0 0.0' 18.41 NOTES: TC V 43 57 8.21 11.21 Trusses Manufactured by: BC V 28 0 8.2' 11.21 East Coast Truss BC V 326 260 8.2' CL-LB Analysis Conforms To: TC V 99 80 8.2' CL-LB FBC2007 BC V 240 192 11.2! CL-LB TPI 2002 TC V 133 107 11.21 CL-LB OH Loading Soffit psf 2.0 Plus 6 Wind Load Case(s) This truss has been designed Plus 1 UBC 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 Checked for NonConcurrent 200 2- 0- 0 wide Lbs Moving Point Load applied will fit between the B.C. at Panel Points and Mid -panel and any other member. on BC Design checked for 10 psf non - Online PlusTM 0 Copyright M7041)1996-2010 Version 27.0.008 Engineering - Portrait 12292010 2:42:35 PM Page 1 concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location*: "Exterior" " " " " "' TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 4474.Lbs Max tens. force 4299 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285'ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 !!!CAUTION!!! READ °SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 21839 -HJ7D 1 MONO 80106 3.466 0 0 j #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-13 SO 2-7-15 2x4 B 3.466 2x4 D 2-7-15 2x4 A I W:904 R: 379 U: 184 Online Plus -- Version 27.0.006 RUN DATE': 29-DEC-10 CSI -Size- ----Lumber---- TC 0.52 2x 4 SP-#2 BC 0.82 2x 4 SP-#2: WE 0.24 2x 4 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 8- 1- 6 BC Cont. .0- 0- 0 8- 1- 6 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 16.0" Lumber Duration Factor 1.25 Plate Duration Factor .1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 380 185 U 156 R C 432 137 U B 240 234 U 206 R Jt Erg Size Required A 9.2" 1.5" C 3.5" 1.5" B 1.5" 1.5" ALL PLATES ARE MT2020 MiTek® Online Plus - at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -D 0.52 763 C 0.00 0.52 D -B 0.33 133 T 0.00 .0.33 ------Bottom Chords --------- A -C 0.82 1.759 T 0.09 0.73 ------------=Webs------------- D -C 0.24 796 C C -B 0.02 0 T WindLd TL Defl -0.19" in A -C L/452 LL Defl-0.06'r in A -C L/999 DL Defl 0.001, at L/999 Shear // Grain in D -B 0.30 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI 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: LC# 1 Standard Loading Trusses Manufactured by: Dur Fctrs - Lbr 1.25 Plt 1.25 East Coast Truss plf - Dead Live* From To Analysis Conforms To: TC V 20 27 0.0' 8.1' FBC2007 BC V 13 0 0.0' 8.1.' TPI 2002 TC V -3 -3 0.0' This truss has been designed 43 57 8.1' for 20.0 psf LL on the B.C. BC V -2 0 0.0' in areas where a rectangle 28 0 8.1' 3- 6- 0 tall by 2- 0- 0 wide Plus 5 Wind Load Case(s) will fit between the B.C. Plus 1 UBC LL Load Case(s) and any other member. Plus 1 DL Load Case(s) Design checked for 10 psf non - concurrent LL on BC. Checked for NonConcurrent 200 Wind Loads - ANSI / ASCE 7-05 Lbs Moving Point Load applied Truss is designed as a Main Online Plus- 0 Copyright MTeke 1996-2610 Version 27.0.006 Engineering - Portrait 12292010 2:42:35 PM Page 1 2-16d toenails C 3x3 3-16d toenails Scale: 0.582" = V Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building.Type: Enclosed Zone location:.Exterior TC Dead Load 5.0 psf EC Dead Load 6.0 psf Max comp. force796 Lbs Max tens, force 759 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcra£t Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Job mark Quart Type Span P1-H1 Left OH Right OH Engineering 21839 ^HJ7B 1 MONO 140109. 1.997 0 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-12 SO 2-7-15 TC� 14-1-9 2x4 B T 3x3 2-16d toenails 1.997 E 2-7-15 3x3 1A 3-16d toenails F C 2x4 3x3 W:800 W:904 R: 291 R:1010 U: 336 U: 763 Bc 8-7-14 1s-5-11 a 14-1-9 ALL PLATES ARE MT2020 Scale: 0.389" =1' Online Plus -- version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC 0.55 2x 4 SP-SS BC 0.79 2x 4 SP-#2 WB 0.18 2x 4 SP-#3 Brace truss as follows: O.C.. From To TC Cont. . 0- 0- 0 14- 1- 9 BC Cont. 0- 0- 0 14- 1= 9 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 16-011 Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc--1.00 Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 292 337 U 172 R F 1010 763 U C 299 B 285 269 U 288 R Jt Brg Size Required A 8.011 1.511 F 9.2 -- 1.5 -- C 3.511 1.5 -- MiTeke Online Plus' on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ------- --- A -E 0.55 130 C 0.00 0.55 E -B 0.55 205 T 0.00 0.55 --------Bottom Chords --------- A -F 0.79 197 C 0.02 0.77 F -C 0.65 197 C 0.02 0.63 ------------- Web a------------- F -E 0.18727 C E -C 0.07 240 T C -B 0.04 0 T WindLd TL Defl-0..3011 in A -F L/301 LL Defl-0.1111 in A -F L/833 DL Defl 0.001- at L/999 Shear // Grain in E -B 0.51 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga,-Gross Area Jt Type Plt Size X Y JSI REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONALSPECIFICATIONS. For proper installation of toe -nails, refer to the 2005 National Design Specification (NDS) for Wood Construction B 1.511 1.511 NOTES: Trusses Manufactured by: LC# 1 Standard Loading East Coast Truss DUr Fctrs - Lbr 1.25 Plt 1.25 Analysis Conforms To: plf - Dead Live* From To FBC2007 TC V 20 27 0.01 14.11 TPI 2002 BC V 13 0 0.01 14.11 This truss has been designed TC V -3 -3 0.01 for 20.0 psf LL on the B.C. 43 57 14.11 in areas where a rectangle BC V -2 0 0.01 3- 6- 0 tall by 28 0 14.11 2- 0- 0 wide will fit.between the B.C. Plus 6 Wind Load Case(s) and any other member. Plus 1 UBC LL Load Case(s) Design checked.for 10 psf non - Plus 1 DL Load Case(s) concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Checked for NonConcurrent 200 Truss is designed as a Main Lbs Moving Point Load applied Wind -Force Resistance System. at Panel Points and Mid -panel Wind Speed: 140 mph Online Plus- ®Copyright MRek®1996-2010 Version 27.0.008 Engineering - Portrait 12292010 2:42:36 PM Pagel Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor. : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf User -defined wind -exposed BC regions --From-----To--- 0- 0- 0 8- 7-14 Max comp. force 727 Lbs Max tens. force 721 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS,,FL 33071 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLOCK. Job Mark Quan Type Span Pl-Hl Left OH Right OH `2I839 -HJ7C 1 MONO 101002 2.583 1- 6- 9 0 139 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-12 80 2-7=12 TC1 1-6-9 SO-10-2 2x4 g 2x4 F ' 2.583 F- 2-7-12 3x4 3x4 A ram„ W:10006 R: 615 U: 415 BC - -2 - S 10-10-2 Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC 0.58 2x 4 SP-#2 BC 0.78 2x 6. SP-#2 WB 0.26 2x 4 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 10-10- 2 BC Cont. 0- 0- 0 10-10- 2 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 16.0" Lumber Duration Factor. 1.25 Plate Duration Factor 1.25 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 .Ft=1.00 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 616 415 U 188 R C 587 350 U B 179 215 U 205 R Jt Brg Size Required A 12.4" 1.5" C 1.5" 1.5" B 1.5" 1.5" LC# 1 Standard Loading Dur Fctrs - Lbr 1.25 Plt 1.25 plf - Dead Live* From To TC V 20 '27 0.0' 10.8' BC V 13 0 0.0' 10.8' TC V -6 -8 0.0' 43 57 10.8' BC V -4 0 0.0' 28 0 10.8' Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC ALL PLATES ARE:MT2020 MiTek® Online plus- Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -F 0.58 886 C 0.00 0.58 F -B 0.58 149 T 0.00 0.58 --------Bottom Chords --------- A'-C 0.78 886 T 0.06 0.72 ------------- webs ------------- F -C 0.26 972 C C -B 0.01 .0 T WindLd TL Defl-0.29"-in A -C L/395 LL Dell -0.08" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -F 0.39 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI A MT20 3.Ox 4.0 6.2 1.3 0.47 A MT20 3.Ox 4.0-6.2-1.3 0.24 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: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 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 7-05 Truss is designed as a Main Engineering 2-16d toenails C 4-16d toenails 3x4 Scale: 0.445" = V Wind -Force, Resistance System, Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0.psf Max comp. force 972 Lbs Max tens. force 946 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE•BLVD. FORT PIERCE,FL 34946 S. Salim Cerci,'P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLOCK. Online PIusTM ® Copyright MITek®1996-2010 Version 27.0.006 Engineering - Portrait 12/292010 2:42:36 PM Pagel Job Mark Quan Type Span. P1-H1 Left OH Right OH '21839 NHRA 1 MONO 90210 3.054 1- 3-11 0 1839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-12 HO 2-7-14 TC1 1-3-11 1 9-2-10 1 2x4 B 3.054 2.4 D 2-7-14 3x3 A C 3x4 W:1008 R: 561 U: 323 BC972-10 9-2-10 ALL PLATES ARE MT2020 MiTek® Online Plus' Online Plus -- Version 27.0.006 on BC RUN DATE: 29-DEC-10 Membr CSI P Lbs Axl-CSI-Bnd CSI -Size- ----Lumber---- ----------Top Chords ---------- TC 0.42 2x 4 SP-#2 A -D 0..42 899 C 0.00 0.42 BC 0.59 2x 6 SP-#2 D -B 0.38 136 T 0.00 0.38 WB 0.30 ..2x 4 SP-#3 --------Bottom Chords --------- A -C 0.59 896 T 0.07 0.52 Brace truss as follows: ----=--------Webs=------------ O.C. From To D -C 0.30 936 C TC Cont. 0- 0- 0 9- 2-10 C -B 0.01 O T WindLd BC Cont. 0- 0- 0 9- 2-10 TL Defl -0.13" in A -C L/726 psf-Ld Dead Live LL Defl -0.04" in A -C L/999 TC 15.0 20.0 DL Defl 0.001r at L/999 .BC 10.0 0.0 Shear // Grain in D -B 0.33 TC+BC 25.0 20.0 Total 45.0 Spacing 16.0" Plates for each ply each face. Lumber Duration Factor 1.25 Plate - MT20 20 Ga, Gross Area Plate Duration Factor 1.25 Plate - RHS 20 Ga, Gross Area TC Fb=1.00 Fc=1.00 Ft=1.00 Plate - 14TBH 18 Ga, Gross Area BC Fb=1.00 Fc=1.00 Ft=1.00 Jt Type Plt Size X , Y. JSI Total Load Reactions (Lbs) REFER TO ONLINE PLUS GENERAL Jt Down Uplift Horiz- NOTES AND SYMBOLS SHEET FOR A 561 323 U 177 R ADDITIONAL SPECIFICATIONS. C 470 187 U B 251 256 U 205 R For proper installation of toe -nails; refer to the 2005 Jt Brg Size Required National Design Specification A 10.5" 1.5" (NDS) for Wood Construction C 3.5" 1.511 B 1.5" 1.5" NOTES: Trusses Manufactured by: LC# 1 Standard Loading East Coast Truss Dur Fctrs - Lbr 1.25 Plt 1.25 Analysis Conforms To: plf - Dead Live* From To FBC2007 TC V 20 27 0.0' . 9.2' TPI 2002 BC V 13 0 0.0' 9.21 OH Loading TC V -3 -3 0.0' Soffit psf 2.0 43 57 9.2' This truss has been designed BC V -2 0 0.0' for 20.0 psf LL on the B.C. 28 0 9.21 in areas where a rectangle 3- 6- 0 tall by Plus 5 Wind Load Case(s) 2- 0- 0 wide Plus 1 UBC IL. Load Cases) . will fit between the B.C. Plus 1 DL Load Case(s) and any other member. Design checked for 10 psf non - Checked for NonConcurrent 200 concurrent LL on BC. Lbs Moving Point Load applied Wind Loads -ANSI / ASCE 7-05 at Panel Points and Mid -panel Truss is designed as a Main Online PIusTM 0 Copyright MITek®1996-2010 Version 27.0.006 Engineering - Portrait 12292010 2:42:37 PM Pagel Engineering 2-16d toenails 4-16d toenails Scale: 0.512" =1' Wind -Force Resistance System. Wind Speed: .140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 936 Lbs Max tens. force 896 Lbs Connector Plate Fabrication Tolerance = 20ir This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection'. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ °SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering `21839 _CJ1D. 1 ENDJO 10212 3.46 0 0 #21839 - MEL-RY CONSTRUCTION - OLDR M - 80 3-11 80 7-15 TC, 1-2-12 3.46 Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC 0:.02 2x 4 SP-#2 BC 0.02 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 2-12 BC Cont. 0- 0- 0 1- 2-12 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fa=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- C T 2x4 A I7-15 2-16d toenails 2-16d toenails - MiTek® Online Plus" A.-B 0.02 14 T 0.00 0.02 --------Bottom Chords --------- A -C 0.02 14 T 0.00 0.02 DL Defl 0.00" at L/999 Shear // Grain in C -C 0.07 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper,installation of toe -nails, refer to the 2065 National Design Specification (NDS) for Wood Construction . A 149 25 U 22 R NOTES: B 57 27 U Trusses Manufactured by: C 215 11 U 15 R East Coast Truss Analysis Conforms To: Jt Brg Size Required FBC2007 A 3.5" 1.5" TPI 2002 B 1:5" 1.5" This truss has been designed C 1.5" 1.5" for 20.0 psf LL on the B.C. in areas where a rectangle Plus 5 Wind Load Case.(s) 3- 6- 0 tall by - Plus 1 UBC LL Load Case(s) 2- 0- 0 wide Plus 1 DL Load Case(s) will fit between the B.C. and any other member. Checked for NonConcurrent 200 Design checked for 10 psf non- Lbs Moving Point Load applied concurrent LL on BC. at Panel Points and Mid -panel Wind Loads - ANSI / ASCE 7-05 on BC Truss is designed as a Main Wind -Force Resistance System. Membr CSI P Lbs Axl-CSI-Bnd Wind Speed: 140 mph ----------Top Chords---------- Mean Roof Height: 15-0 Online PlusTM 0 Copyright MITek®1998-2010 Version 27.0.006 Engineering = Portrait 12292010 2:42:37 PM Page 1 Scale: 0.960" = 1' Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 7 Lbs Max tens. force 14 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !llCAUTIONI!! READ 11BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Job Mark Quan Type Span Pl-Hl Left OH Right OH I Engineering 21839 _CJ3D 1 ENDJO 30608 3.46 0 0 r#21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-11 HO 1-3-15 _TCI 3-6-8 1 3.46 T 1-3-15 2.4 1 A �r= C W:1002 R: 191 U: 78 BC I - 3-6-8 3-6-8 ALL PLATES ARE MT2020 Online 'Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ---- Lumber---- TC 0.17 2x 4 SP-#2 BC 0.25 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 6- 8 BC Cont. 0- 0- 0 3- 6- 8 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- MiTek® Online Plus- A-B 0.17 30 C 0.00 0.17 --------Bottom Chords ------- -- A -C 0.25 . 0 T 0.00 0.25 TL Defl -0.02" in A -C L/999 LL Defl -0.01" in A rC L/999 DL Defl 0.00" at L/999 Shear // Grairi in A -C 0.19 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MTSH 18 Ga, Gross Area Jt Type Plt Size X Y JSI 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 192 79 U 71 R NOTES: C 239 6 U Trusses Manufactured by: B 107 97 U 48 R East Coast Truss Analysis Conforms To: Jt Brg Size Required FBC2007 A 10.1" 1.5" TPI 2002 C 3.5" 1.5!' This truss has been designed B 1.5" 1.5" for 20.0 psf LL on -the B.C. in areas where a rectangle Plus 5 Wind Load Cass(s) 3- 6- 0 tall by Plus 1 UBC LL Load Case(s) 2- 0- 0 wide Plus 1 DL Load Case(s) will fit between the B.C. and any other member. Checked for NonCdncurrent 200 Design checked for 10 psf non- Lbs Moving Point Load applied concurrent LL on BC. at Panel Points and Mid -panel Wind Loads - ANSI / ASCE 7-05 on BC Truss is designed as a Main Wind -Force Resistance System. Membr CSI P Lbs Axl-CSI-Bnd Wind Speed: 140 mph ----------Top Chords--------- Mean Roof Height: 15-0 Online PlusTM O Copyright MITek®1996-2010 Version 27.0.006 Engineering - Portrait 12/29/2010 2:42:37 PM Pagel 2-16d toenails 2-16d toenails Scale: 0.687" =1' Exposure .Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC.Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 30 Lbs Max tens. force 29 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 540.7 Wellcraft Dr. Greenacres, FL.33463 MAURICE A: SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, ET, 33071 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Job Mark Quart Type Span Pl-Hl Left OH Right OH Engineering 21839 ^•CWD 1 ENDJO 51004 3.46 0 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - SO 3-11 SO 1-11-15 TC, 5-10-4 . 3.46 1-11-15 2x4 A W:1002 R: 264 U: 131 BC 5-10-4 5 1V 4 ALL PLATES ARE MT2020 MiTek® Online Plus - Online Plus -- Version 27.0.006 A -B 0.37 52 C 0.00 0.37 RUN DATE: 29-DEC-10 --------Bottom Chords ------ A -C 0..55 0 T 0.00 0.55 CSI -Size- ----Lumber---- TC 0.37 2x 4 SP-#2 TL Defl. -0.11" in A -C L/516 BC 0.55 2x 4 SP-#2 LL Defl -0.04" in A -C L/999 DL Defl 0.001' at L/999 Brace truss as follows: Shear // Grain in A -B 0.21 O.C. From To TC Cont. 0- 0- 0 5-10- 4 Plates for each ply each face. BC Cont: 0- 0- 0 5-10- 4 Plate - MT20 20 Ga. Gross Area Plate - RHS 20 Ga, Gross Area psf-Ld Dead Live Plate - MT8H 18 Ga, Gross Area TC 15.0 20.0 Jt Type Plt Size X Y JSI BC 10A 0.0 TC+BC 25.0 20.0 REFER TO ONLINE PLUS GENERAL Total 45.0 Spacing 24.0" NOTES AND SYMBOLS SHEET FOR Lumber Duration Factor 1.25 ADDITIONAL SPECIFICATIONS.' Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 For proper installation of BC Fb=1.10 Fc=1.10 Ft=1.10 toe -nails, refer to the 2005 National Design Specification Total Load Reactions (Lbs) (NDS) for Wood Construction Jt Down Uplift Horiz- A 264 131 U 120 R NOTES: C 264 4 U Trusses Manufactured by: B 180 165 U 81 R East Coast Truss Analysis Conforms To: at Brg Size Required FBC2007 A 10.1" 1.5" TPI 2002 C 3.5" 1.51r This truss has been designed B 1.5" 1".5" for 20.0 psf LL on the B.C. in areas where a rectangle Plus 5 Wind Load Case(s) 3- 6- 0 tall by Plus 1 UBC LL Load Case(s) 2- 0- 0 wide Plus 1 DL Load Case(s) will'fit between the B.C. ^ and any other member. Checked for NonConcurrent 200 Design checked for 10 psf non- Lbs Moving Point Load applied concurrent LL on BC. at Panel Points and Mid -panel Wind Loads - ANSI / ASCE 7-05 • on BC Truss is designed as a Main Wind -Force Resistance System. Membr CSI P Lbs Axl-CSI-Bnd Wind Speed: ' 140 mph ----------Top Chords---------- Mean Roof Height: 15-0 Online PlusTM 0 Copyright MTek®1996-2010 Version 27.0.006 Engineering -Portrait 122912010 2:42:37 PM Pagel 2-16d toenails 2-16d toenails Scale: 0.738" = 1' Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp, force 52 Lbs Max tens. force 49 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL:33463 MAURICE A. 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From To TC Cont. 0- 0- 0 3- 6-11 BC eCont. 0- 0- 0 3- 6-11 psf-Ld Dead Live TC 15.0 20.0 BC i0.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- HO 1-4-0 3-6-11 Ell ALL PLATES ARE MT2020 MiTek® Online Pluses' A -B 0.17 35 C 0.00 0.17 --------Bottom Chords --- ------ A -C 0.25 0 T 0.00 0.25 TL Defl -0.02" in A -C L/999 LL Defl -0.01" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.19 Plates for each.ply each face. Plate - MT20 20 Ga, Gross Area Plate -.RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI 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 192 167 U 74 R NOTES: C 239 78 U Trusses Manufactured by: B 107 113 U 48 R East Coast Truss Analysis Conforms To: Jt Brg Size Required FBC2007 A 10.1" 1.5" TPI 2002 C 3.51, 1.5" This truss has been designed B 1.5" 1.5" for 20.0 psf LL on the B.C. in areas where a rectangle Plus 5 Wind Load Case(s) 3- 6- 0 tall by Plus 1 UBC LL Load Case(s) ; 2- 0- 0 wide Plus 1 DL Load Case(s) will fit between the B.C. and any other member. Checked for NonConcurrent 200 Design checked for 10 psf non- Lbs Moving Point Load 'applied 'concurrent LL on BC. at Panel Points and Mid -panel Wind Loads - ANSI / ASCE 7-05 on BC Truss is designed as a Main Wind -Force Resistance System. Membr CSI P Lbs Axl-CSI-Bnd Wind Speed: 140 mph ----------Top Chords---------- Mean Roof.Height: 15-0 Onlirie Plusw 0 Copyright MiTek®1996-2010 Version 27.0.006 Engineering - Portrait 12/292010 2:42:39 PM Page 1 2-16d toenails 2-16d toenails. Scale: 0.686" = 1' Exposure 'Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf User -defined wind -exposed BC regions --From-----To--- 0- 0-.0 3- 6-11 Max comp. force 35 Lbs Max tens. force 29 Lbs Connector Plate Fabrication Tolerance = 201 This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !111CAUTION111 READ 11BCSI-B1. SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Job Nark Quan Type Span Pl-Hl Left OH Right OH Engineering 21839 NCJ%B 1 1 ENDJO .51007 3.461 0 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-11 HO 2-0-0 TC1 5-10-7 .I 3.46.1 2x4 E 2-0-0 2x4 A 2x4 W:1002 W:10315 R: 160 R: 374 U: 118 U: 307 BC 3-3-15 1 2-6-8 5 10 7 Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ---- I'll mber---- TC 0.11 2x 4 SP-#2 BC 0.20 2x 4 SP42 WB 0.05 2x 4 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 6-15 BC Cont. 0- 0- 0 5- 6-15 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total. 45.0 Spacing .24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 160 118 U 123 R D 374 307 U ALL PLATES ARE MT2020 MiTek® Online Plus - A -D 0.20 0 T 0.00 0.20 D -C 0.18 0 T 0.00 0.18 ------------- Webs ------------- D -E 0.05 234 T WindLd TL Defl -0.01" in A -D L/999 LL Defl -0.01" in A -D L/999 DL Defl 0.00" at L/999 Hz Disp LL DL TL Jt B 0.00" 0.00" 0.00" Shear // Grain .in D -C 0.18 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI 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 218 NOTES: B 70 67 U 82 R Trusses Manufactured by: East Coast Truss Jt Brg Size Required Analysis Conforms To: A 10.1" 1.5" FBC2007 D 15.9" 1.51, TPI 2002 C 3.5" 1.5" This truss has been designed B 1.5" 1.5" for 20.0 psf LL on the B.C. in areas where a rectangle Plus 5 Wind Load Case(s) 3- 6- 0 tall by Plus 1 UBC LL Load Case(s) 2- 0- 0 wide Plus 1 DL Load Case(s) will fit between the H.C. and any other member. Checked for NonConcurrent 200 Design checked for SO psf non- Lbs Moving Point Load applied concurrent LL on BC. at Panel Points and Mid -panel Wind Loads - ANSI / ASCE 7-05 on BC Truss is designed as a Main Wind -Force Resistance System. Membr CSI P Lbs Axl-CSI-Bnd Wind Speed: 140 mph ----------Top Chords---------- Mean Roof Height: 15-0 A -E 0.11 94 C. 0.00 0'.11 Exposure Category: C E -B 0.10 68 T 0.00 0.10 Occupancy Factor : 1.00 --------Bottom Chords--------- Building Type: Enclosed Online PlusTM 0 Copyright MITek®1996-2010 Version 27.0.006 Engineering -Portrait 12/29/2010 2:42:39 PM Pagel 2-16d toenails 2-16d toenails Scale: 0.703" = 1' Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf User -defined wind -exposed BC regions --From-----To--- 0- 0- 0 3- 3-15 Max comp. force 224 Lbs Max tens. force 234 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Carol, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING s BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR:, 1-JACK NAILS. 2-TBRACE. 3-BEARING.BLOCK. Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 21839 ^-CJIA , 1 ENDJO 10011 3.944 1- 0- 3 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-14 HO 8-1 TCJ 1-0-3 1 1-0-11 � 3.944 C T2x4 2-16d toenails A 8-1 2-16d toenails Online Plus -- Version 27.0.006 RUN DATE:.2-9-DEC-10 CSI -Size- r--- Lumber---- TC 0.01 2x 4 SP7#2 BC. 0.02 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 0-11 BC Cont. 0- 0- 0 1- 0-11 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 .Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 181 101 U 22 R B 54 25 U C 213 10 U 15 R Jt Brg Size Required A 3.5" 1.5" B 1.5" 1.5" C 1.5" 1.5" Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Maid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- Cant:4 W:714 R: 181 U: 101 C - - 1-0-11 ALL PLATES ARE MT2020 MiTek® Online Plus° A -B 0.01 15 T 0.00 0.01 --------Bottom Chords­m ------ A -C 0.02 14 T 0.00 0.02 TL Defl 0.00" in A -D L/999 LL Defl 0.0011 in A -D L/999 DL Defl 0.00" at L/999 Shear // Grain in B -B 0.06 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate = RHS 20 Ga, Gross Area Plate - MTSH'18 Ga, Gross Area Jt Type Plt Size X Y JSI 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: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 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 7-05 Truss is designed as a Main Wind -Force Resistance System. Scale: 0.975" = V Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C' Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 8 Lbs Max tens. force 15 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ °SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online PlusTM 0 Copyright MITek®1996-2010 Version 27.0.006 Engineering - Portrait 1229/2010 2:42:40 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 21839 ^-CJl C 1 ENDJO 10013 37944 1- 0- 3 0 421839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-14 SO 8-1 ' TC1 1-0-3 1 1-0-13 3.944 ,-S� C T2x4 2-16d toenails A 8-1 2-16d toenails W:806 R: 182 U: 101 BC1-0-13 1-0-13 ALL PLATES ARE MT2020 Online Plus --.Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC 0.02 2x 4 SP-#2 BC '0.02 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 0-13 BC Cont. 0- 0- 0 1- 0-13 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 .20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz-. A 182 102 U 22 R B 54' 26. U C 213 10 U 15 R Jt Brg Size Required A 3.5" 1.5" B 1.5" 1.5" C 1.5" 1.5" Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- MiTek® Online Plus - A -B 0.02 15 T 0.00 0.02 --------Bottom Chords-7 ------- A -C 0.02 14 T 0.00 0.02 TL Defl 0.0011 in A -D L/999 LL Defl 0.00." in A -D L/999 DL Defl 0.00" at L/999 Shear // Grain in B -B 0.06 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI 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: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 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 7-05 Truss is designed as a Main Wind -Force Resistance System. Scale: 0.973" =1' Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 8 I,bs Max tens. force 15 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.M. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ 11SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLOCK. Online Plus^ 0 Copyright MITek®1996-2010 Version 27.0.006 Engineering - Portrait 12292010 2:42:40 PM Page 1 Job Mark Quart Type Span P1-H1 Left OH Right OH Engineering 21839 ^-CJ3A 1 ENDJO 30101 3.944 1- 0- 3 0 T #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-14 SO 1-4-1 TCI j 3-1-1 1 T 3.944 1-4-1 2x4 C W:806 R: 218 U: 141 BC 3-1-1 Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- TC 0.13 2x 4 SP42 BC 0.22 2x 4 SP-#2 Brace truss as follows: 0.. C. From To TC Cont. 0- 0- 0 3- 1- 1 BC Cont. 0- 0- 0 3- 1- 1 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 219 142 U 71 R C 233 4 U B 92 87 U 48 R Jt Brg Size Required A 8.4" 1.5" C 3.5" 1.5" B 1.5" 1.511 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- ALL PLATES ARE MT2020 MiTek® Online Plus - A -B 0.13 31 C 0.00 0.13 --------Bottom Chords ------=-- A -C 0.22 0 T 0.00 0.22 TL Defl -0.01" in A -C L/999 LL Defl-0.0111 in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.18 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI 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: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 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 7-05 Truss is designed as a Main Wind -Force Resistance System. 2-16d toenails 2-16d toenails Scale: 0.694" = V Wind Speed: . 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 31 Lbs Max tens. force 30 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE'ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus- ©Copyright MITek®1996-2010 Version 27.0.006 Engineering - Portrait 12292010 2:42:40 PM Page 1 Job Marx Quan Type Span P1-H1 Left OH Right OH Engineering 21839 ^•CJ3C 1 1 ENDJO 30102 3.944 1- 0- 3 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-14 HO 1-4-1 TCj 1-0-3 1 3-1-2 T 3. 944 1-4-1 2x4 A C W:806 R: 218 U: 141 BC 3-1-2 3-1-2 Online'Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC 0.13 2x 4 SP-#2. BC 0.20 2x 4 SP42 Brace truss as follows: O..C. From To TC Cont. 0- 0- 0 3- 1- 2 BC Cont. 0- 0- 0 3- 1- 2 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb--1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 219. 142 U 71 R C 233 4 U B 92 88 U 48 R Jt Brg Size Required A 8.4" 1.5" C 3.5" 1.5" B 1.5" 1.5" Plus 5 Wind Load Case(B) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs. Axl-CSI-Bnd ----------Top Chords---------- ALL PLATES ARE MT2020 MiTek® Online Plus. A -B 0.13 31 C 0.00 0.13 --------Bottom 'Chords --------- A -C 0.20 0 T 0.00 0.20 TL Defl-0.011,.in A -C L/999 LL Defl -0.01" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.18 Plates for each ply each face. Plate - MT20 20 Go, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI 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: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 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 7-05 Truss is designed as a Main Wind -Force Resistance System. 2-16d toenails 2-16d toenails Scale: 0.694" = 1' Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior 'TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 31 Lbs Max tens. force 30 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Carol, P.E. 5407 Wellcraft Dr'. Greenacres, Ft..33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !IICAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus- 0 Copyright MTek011996-2010 Version 27.0,008 Engineering - Portrait 12292010 2:42:41 PM Page 1 Job . Mark Quart Type Span Pl-Hl Left OH Right OH Engineering 21839 NCJSA 1 ENDJO 50106 1.944 1- 0- 3 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - SO 3-14 HO 2-0-1 TC1 1-0-3 1 5-1-6 3.944 2-16d toenails 2-0-1 2x4 A 2-16d toenails W:806 R:'308 U: 174 BC 5-1-6 5-1-6 ALL PLATES ARE MT2020 Scale: 0.73T' = V Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- TC 0.28 2x '4 SP-#2 BC0.44 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 1- 6 BC Cont.' 0- 0- 0 5- 1- 6 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 308 174 U 120 R C 255 3 U B 157 149 U 81 R it Brg Size Required A 8.4" 1.5" C 3.5" 1.5" B 1.5" 1.5" Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid-panei on BC MiTek® Online Plus" A -B 0.28 53 C 0.00 0.28 Wind Speed: 140 mph --------Bottom Chords--------- Mean Roof Height: 15-0 A -C 0.44 0 T 0.00 0.44 Exposure Category: C Occupancy Factor : 1.00 TL Defl -0.06" in A -C L/831 Building Type: Enclosed LL Defl =0.02" in A -C L/999 Zone location: Exterior DL Defl 0.00" at L/999 TC Dead Load 5.0psf Shear // Grain in A -C 0.20 BC Dead Load 6.0•psf Max comp. force 53 Lbs Plates.for each ply each face. Max tens. force 50 Lbs Plate - MT20 20 Ga, Gross Area Connector Plate Fabrication Plate - RHS 20 Ga, Gross•Area. Tolerance = 20% Plate -'MT8H 18 Ga, Gross Area This truss is designed for a it Type Plt Size X Y. JSI creep factor of 1.5 which is used to calculate total REFER TO ONLINE PLUS GENERAL load deflection. NOTES AND SYMBOLS SHEET FOR FABRICATOR NOTES: ADDITIONAL SPECIFICATIONS. 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. For proper installation of FORT PIERCE,FL 34946 toe -nails, refer to the 2005 National Design Specification S. Selim Carol, P.E. (NDS) for Wood Construction 5407 Wellcraft Dr. Greenacres, FL.33463 NOTES: Trusses Manufactured by: MAURICE A. SHASHOUA, East Coast Truss P.E.#EB5251 & 19554 Analysis Conforms To: 1908 NW 112 AVE. FBC2007 CORAL SPRINGS, FL 33071 TPI 2002 2. !!!CAUTION!!! READ 11SCSI-B1 OH Loading SUMMARY SHEET" BEFORE . Soffit psf 2.0 HANDLING , INSTALLING & This truss has been designed BRACING TRUSSES. for 20.0 psf LL on the B.C. 3. SEE ATTACHED DETAIL SHEET in areas where a rectangle FOR: 1-JACK NAILS. 3- 6- 0 tall by 2-TBRACE. 3-BEARING BLOCK. 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 7-05 Membr CSI P Lbs Axl-CSI-Bnd Truss is designed as a Main ----------Top Chords---------- Wind -Force Resistance System. Online Plus- 0 Copyright Mi'ekO 1996-2010 Version 27.0.006 Engineering - Portrait 12292010 2:42:41 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 21839 _CJSC 1 ENDJO 50107 3.944 1- 0- 3 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-"HO 2-0-1 TC1 1-0-3 1 5-1-7 1 3.944 2-0-1 2x4 A W:806 R: 308 U: 174 BC 5-1-7 La 5-1-7 Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ­-Lumber---- TC 0.28 2x 4 SP-#2 BC 0.44 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 1- 7 BC Cont. 0- 0- 0 5- 1- 7 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.011 Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 308 174 U 120 R C 255 3 U B 157 149 U 82 R Jt Brg Size Required A 8.411 1.511 C 3.511 1.5" B 1.511 1.511 Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- ALL PLATES ARE MT2020. MiTek® Online Plus - A -B 0.28 53 C 0.00 0.28 --------Bottom Chords --------- A -C 0.44 0 T 0.00 0.44 TL Defl-0.0611 in A -C L/829 LL De£1-0.0211 in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.20 Plates for each ply each face. Plate - MT20 20 Ga,.:Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type' Plt Size X Y JSI 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: East Coast Truss Analysis Conforms To: . FBC2007 TPI 2002 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 7-05 Truss is designed as a Main Wind -Force Resistance System. 2-16d toenails 2-16d toenails Scale: 0.736" = 1' Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category:. C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 53 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Carol, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ °SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus- ® Copyright MiTek®1998-2010 Version 27.0.006 Engineering - Portrait 12292010 2:42:41 PM Page 1 Job Mark Quan Type Span Pl-HI Left OH Right OH I Engineering 21839 ^ CJIB 1 ENDJO 10015 4 1- 0- 0 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - SO 3-15 SO 8-4 TCI 1-0-0 I 1-0-15 I 41 T-. 2x4 2-16d toenails A 8-4 2-16d toenails Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC 0.02 2x 4 SP-#2 BC 0.02 2x 4 SP-#2 Brace truss as'fbllows: O.C. From To TC Cont. 0- 0- 0 1- 0-15 BC Cont. .0 .0- 0 1- 0-15 psf-Ld Dead Live TC. 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor '1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 185 99 U 23 R B 52 26 U C 213 9 U 16 R Jt. Brg Size Required A 3.51, 1.5" B 1.5" 1.5" C 1.5" 1.5" Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Cases) Plus 1 DL Load Case(s) Checked for-NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC W:800 . R: 185 U: 98 BCl 1-0- ALL PLATES ARE MT2020 MiTek® Online Plus' A -B 0.02 14 T 0.00 0.02 --------Bottom Chords --------- A -C 0.02 15 T 0.00 0.02 TL•Defl 0.00" in A -C L/999 LL'Defl 0.00" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain. in B -B 0.06 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT81f 18 Ga, Gross Area Jt Type Plt Size X Y JSI 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: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 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 7-05 Scale: 0.970" = 1' Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 8 Lbs Max tens. force 15 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. . FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A: SHASHOUA, P.E.#EB5251 6 19554 1908.NW 112 AVE. CORAL SPRINGS, FL 33071 2. M CAUTION M READ 11SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING &, BRACING TRUSSES.. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Membr CSI P Lbs Axl-CSI-Bnd Truss is designed as a Main ----------Top Chords---------- Wind -Force Resistance System. Online Pius"' 0 Copyright WNW 1996-2010 Version 27.0.006 Engineering - Portrait 12292010 2:42:41 PM Page 1 Job Mask Quart Type Span Pl-Hl Left OH' Right OH Engineering 21839 ^-CJ2A 1 ENDJO 20314 4 1- 0- 0 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-15 NO 1-1-4 TC1-0-0 2-3-14 4 T 1-1-4 2x4 A 4 W:800 R: 199 U: 126. BC 2-3-14 2-3=14 ALL PLATES ARE MT2020 2-16d toenails 2-16d toenails Scale: 0.688" =1' MiTek® Online Plus' Online Plus -- Version 27.0.006 A -B 0.09 23 T 0.00 0.09 Wind Speed: 140 mph RUN DATE: 29-DEC-10 --------Bottom Chords--------- Mean Roof Height: .15-0 A -C 0.14 0 T 0.00 0.14 Exposure Category: C CSI -Size- ----Lumber---- Occupancy Factor : 1.00 TC 0.09 2x 4' SP42 TL Defl 0:00" in A -C. L/999 Building Type: Enclosed BC 0.14 2x.4 SP42 LL Defl • 0.00" in A -C L/999 Zone location: Exterior DL Defl 0.001r at L/999 TC Dead Load 5.0 psf Brace truss as follows: Shear // Grain in A -C. 0.18 BC Dead Load 6.0 psf .. O.C. From - To Max comp. force 23 Lbs TC Cont... 0- 0- 0 2- 3-14 Plates for each ply each face. Max tens. force 23 Lbs BC Cont. 0- 0- 0 2- 3-14. Plate - MT20 20 Ga, Gross Area Connector Plate Fabrication Plate - RHS 20 Ga, Gross Area Tolerance = 20% psf-Ld Dead Live Plate - MTSH 18.Ga, Gross Area This truss is designed for a TC 15.0 20.0 Jt Type Plt Size X Y JSI creep factor of 1.5 which BC 10.0 0.0 is used to calculate total TC+BC 25.0 20.0 REFER TO ONLINE PLUS GENERAL load deflection. Total 45.0 Spacing 24.0" NOTES.AND SYMBOLS SHEET FOR FABRICATOR NOTES: Lumber Duration Factor 1.25' ADDITIONAL SPECIFICATIONS. 1. EAST COAST TRUSS Plate. Duration Factor 1.25 5285 ST.LUCIE BLVD. TC Fb=1.15 Fc=1.10 Ft=1.10 For proper installation of FORT PIERCE,FL 34946 BC Fb=1.10 Fc=1.10 Ft=1.10 toe -nails, refer to the 2005 National Design Specification S. Selim Cerci, P.E. Total Load Reactions (Lbs) (NDS) for Wood Construction 5407 Wellcraft Dr. Jt Down Uplift Horiz- Greenacres, FL.33463 A 199 127•U 53 R NOTES: C 224 3 U Trusses Manufactured by: MAURICE A. SHASHOUA, B 67 64 U 36 R East Coast Truss P.E.#EB5251 & 19554 Analysis Conforms To: 1908 NW 112 AVE. Jt Brg Size Required FBC2007 CORAL SPRINGS, FL 33071 A 8.0" 1.5" TPI 2002 2. !!!CAUTION!!! READ 11BCSI-B1 C 3.5" 1.5" OH Loading SUMMARY SHEET" BEFORE B 1.5" 1.5" Soffit psf 2.0 HANDLING , INSTALLING & This truss has been designed BRACING TRUSSES. Plus 5 Wind Load Case(s) for'20.0 psf LL on the B.C. 3. SEE ATTACHED DETAIL SHEET Plus 1 UBC LL Load Case(s) in areas where a rectangle FOR: 1-JACK NAILS. Plus 1 DL Load Case(s) 3- 6- 0 tall by 2-TBRACE. 3-BEARING BLOCK. - 2- 0- 0 wide Checked for NonConcurrent 200 will fit between the B.C. Lbs Moving Point Load applied and any other member. at Panel Points and Mid -panel Design checked for SO psf non - on BC concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Membr CSI P Lbs Axl-CSI-Bnd Truss is designed as a Main ----------Top Chords---------- Wind -Force Resistance System. Online PlusTM ® Copyright M7ek3)1996-2010 Version 27.0.006 Engineering - Portrait 12/292010 2:42:42 PM Page 1 Job Marx Quan Type Span P1-H1 Left OH Right OH Engineering 21839 ^-CJ2C 1 ENDJO 11106 4 1- 0- 0 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-15 HO 11-12 TCJ 1-0-0 1 1-11-6 4 T 2x4 11-12 A W:800 R: 216 U: 121 BC 8 1-11-6 Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC 0.08 2x 4 SP-#2 BC 0.08 2x 4 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1-11- 6 BC Cont. 0- 0- 0 1-11- 6 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 216 122 U 44 R B 62 53 U C 219 3 U 30 R Jt Brg Size Required A 3.5" 1.5" B 1.5" 1.5" C1.5" 1.5" Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Cases) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel • on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- ALL PLATES ARE MT2020 MiTek® Online Plus - A_ -B 0.08 18 C 0.00 0.08 --------Bottom Chords --------- A -C 0.08 30.T 0.00 0.08 TL Defl 0.00" in A -C L/999 LL Defl 0.00" in A -C. L/999 DL Defl 0.00" at • L/999 Shear // Grain in A -B 0.07 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area at Type Pit Size X Y TSI 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: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 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 7-05 Truss is designed as a Main Wind -Force Resistance System. 2-16d toenails 2-16d toenails Scale: 0.801" = 1' Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type:.Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 18 Lbs Max tens. force 30 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Carol, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P'.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING S. BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. . 2-TBRACE. 3-BEARING BLOCK. Online Plus- 0 Copyright MTekO 1996-2010 Version 27.0.006 Engineering - Portrait 12292010 2:42:42 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering +21839 -CJ2D 1 1 ENDJO 11004 4 1- 0- 0 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-15 HO 11-6 TC1 1-0-0 1 1-10-4 1 4 T 2x4 11-6 A W:800 R: 212 U: 122 BC - - �- 1-10-4 ALL PLATES ARE MT2020 2-16d toenails 2-16d toenails Scale: 0.803" = 1' MiTek® Online Pluses' Online Plus -- Version 27.0.006 A -B 0.07 16 C 0.00 0.07 Wind Speed: 140 mph RUN DATE: 29-DEC-10 --------Bottom Chords--------- Mean Roof Height: 15-0 A,-C 0.08 •28 T 0.00 0.08 Exposure Category: C CSI -Size- ----Lumber---- Occupancy Factor : 1.00 TC 0.07 2x 4 SP-#2 TL Defl 0.00" in A -C L/999 Building Type: Enclosed BC 0.08 2x 4 SP-#2. LL Defl 0.00" in A -C L/999 Zone location: Exterior DL Defl 0.00" at L/999 TC Dead Load 5.0 psf Brace truss as follows: Shear // Grain in A -C 0.07 BC Dead Load 6.0 psf O.C. From To Max comp. force 16 Lbs TC ::Cont. 0- 0- 0 1-10- 4 Plates for each ply each face. Max tens. force 28 Lbs BC Cont. 0- 0- 0 1-10- 4 Plate - MT20 20 Ga, Gross Area. Connector Plate Fabrication Plate - RHS 20 Ga, Gross Area Tolerance = 20% psf-Ld Dead Live Plate - MT8H 18 Ga, Gross Area This truss is designed for a TC 15.0 20.0 Jt Type Plt Size X Y JSI creep factor of 1.5 which BC 10.0 0.0 is used to calculate total TC+BC 25.0 20.0 REFER TO ONLINE PLUS GENERAL load deflection. Total 45.0 Spacing 24.0" NOTES AND SYMBOLS SHEET FOR FABRICATOR NOTES: Lumber Duration Factor 1.25 ADDITIONAL SPECIFICATIONS. 1. EAST COAST TRUSS Plate Duration Factor 1.25 5285 ST.LUCIE BLVD. TC Fb=1.15 Fc--1.10 Ft=1.10 For proper installation of FORT PIERCE,FL'34946 BC Fb=1.10 Fc=1.10 Ft=1.10 toe -nails, refer to the 2005 National Design Specification S. Selim Cerci, P.E. Total Load Reactions (Lbs) (NDS) for Wood Construction 5407 Wellcraft Dr. Jt Down Uplift Horiz- Greenacres, FL.33463 A 212 122 U 42 R NOTES: B 58 47 U Trusses Manufactured by: MAURICE A. SHASHOUA, C 218 4 U 28 R East Coast Truss P.E.#EB5251 & 19554 Analysis Conforms To: 1908 NW 112 AVE. Jt Brg Size Required FBC2007 CORAL SPRINGS, FL 33071 A 3.51, 1.5" TPI 2002 2. !!!CAUTION!!! READ 11SCSI-B1 B 1.51, 1.5" OR Loading SUMMARY SHEET" BEFORE C 1.5" 1.5" Soffit psf 2.0 HANDLING , INSTALLING & This truss has been designed BRACING TRUSSES. Plus 5 Wind Load Case(s) for 20.0 psf LL on the B.C. 3. SEE ATTACHED DETAIL SHEET Plus 1 UBC LL.Load Case(s) in areas where a rectangle FOR: 1-JACK NAILS. Plus 1 DL Load Case(s) 3- 6- 0 tall by 2-TBRACE. 3-BEARING BLOCK. 2- 0- 0 wide Checked for NonConcurrent 200 will fit between the B.C. Lbs Moving Point Load applied and any other member. at Panel Points and Mid -panel Design checked for 10 psf non - on BC concurrent LL.on BC. Wind Loads - ANSI / ASCE 7-05 Membr CSI P Lbs Axl-CSI-Bnd Truss is designed as a Main ----------Top Chords---------- Wind -Force Resistance System. Online Plus' 0 Copyright MiTekO 1996-2010 Version 27.0.006 Engineering - Portrait 1229/2010 2:42:42 PM Page 1 Job Mark Quan Type Span Pl-HI Left OH Right OH Engineering '21839 NCJ3B 1 ENDJO 20213 4 1- 0- 0 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-15 HO 1-0-14 'Cl 1-0-0 I 2-2-13 I q T 1-0-14 2x4 A W:800 R: 197 U: 180 BC 2-2-13 2-2-13 Online Plus -- Version 27.0:006 RUN DATE: 29=DEC-10 CSI -Size- ----Lumber---- TC '0.09 2x 4 SP-#2 BC 0.13 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. . 0- 0- 0 2- 2-13 BC Cont. D- 0- 0 2- 2-13 psf-Ld Dead Live TC 15.0 20.0 BC 1U.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fo-1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 197 181 U 53 R C 223 49 U B 64 71. U 35 R Jt Brg Size Required A 8.0" 1.5" C 3.5" 1.5" B 1.5" 1.51' Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case,(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-End ----------Top Chords---------- ALL PLATES ARE MT2020 MiTek® Online Plus" A -B 0.09 25 C 0.00 0.09 ------- =Bottom Chords -------'-- A -C 0.13 O T 0.00 0.13 TL Defl 0.00" in A -C L/999 LL Defl 0.0011 in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.18 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI 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: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 OR 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 7-05 Truss is designed as a Main Wind -Force Resistance System. 2-16d toenails 2-16d toenails Scale: 0.812" =1. Wind Speed: 140 mph Mean Roof Height: '15-0 Exposure Category: C Occupancy Factor : 1..00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf User -defined wind -exposed BC regions --From-----To--- 0- 0- 0 2- 2-13 Max comp. force 25 Lbs Max tens. force •22 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554" 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2_ 1111CAUTIONM READ 11BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online PlusTM ®Copyright MTekO 1996-2010 Version 27.0.008 Engineering - Portrait 1229/2010 2:42:42 PM Pagel Job Mark Quan 'Type Span P1-H1 Left OH Right OH Engineering 21839 ^-CRA 1 1 ENDJO 40804 4 1- 0- 0 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-15 HO 1-10-11 TC_J 1-0-0 1 4-8-4 4 1-10-11 2x4 A W:800 R: 289 U: 162 BC 1 1 4-8-4 4-8-4 ALL PLATES ARE MT2020 2-16d toenails 2-16d toenails Scale: 0.741" =1' MiTeke Online Plus - Online Plus -- Version 27.0.006 A -B 0.23 . 49 C 0.00 0.23 Wind Speed: 140 mph RUN DATE: 29-DEC-10 --------Bottom Chords--------- Mean Roof Height: 15-0 A -C 0.41 0 T 0.00 0.41 Exposure Category: C CSI -Size- ----Lumber---- Occupancy Factor : 1.00 TC 0.23 2x 4 SP-#2 TL Defl -0.04" in A -C .L/999 Building Type:.Enclosed BC 0.41 2x 4 SP-#2 LL Defl -0.02" in A -C L/999 Zone location: Exterior DL Defl 0.00" at L/999 TC Dead Load 5.0 psf Brace truss as follows: Shear // Grain in A -C - 0.20 BC Dead Load 6.0 psf O.C. From To Max comp, force 49 Lbs TC Cont. 0- 0- 0 4- 8- 4 Plates for each ply each face. Max tens. force 46 Lbs BC Cont. 0- 0- 0 4- 8- 4 Plate - MT20 20 Ga, Gross Area Connector Plate Fabrication Plate - RHS 20 Ga, Gross Area Tolerance = 20% psf-Ld Dead Live Plate - MT8H 18 Ga, Gross Area This truss is designed for a TC 15.0 20.0 Jt Type Plt Size X Y JSI creep factor of 1.5 which BC 10..0 0.0 is used to calculate total TC+BC 25.0 20.0 REFER TO ONLINE PLUS GENERAL load deflection. Total 45.0 Spacing 24.0" NOTES AND SYMBOLS SHEET FOR FABRICATOR NOTES: Lumber Duration Factor 1.25 ADDITIONAL'SPECIFICATIONS. 1. EAST COAST TRUSS Plate Duration Factor 1.25 5285 3T.LUCIE BLVD. TC Fb=1.15 Fc=1.10 Ft=1.10 For proper installation of FORT PIERCE,FL 34946 BC Fb=1.10 Fc=1.10 Ft=1.10 toe -nails, refer to the 2005 National Design Specification S. Salim Carol, P.E. Total Load Reactions (Lbs) (NDS) for Wood Construction 5407 Wellcraft Dr'. Jt Down Uplift Horiz- Greenacres, FL.33463 A 289 163 U .111 R NOTES: C 249 3 U Trusses Manufactured by: MAURICE A. SHASHOUA, B 144 137 U 76 R East Coast Truss P.E.#EB5251 & 19554 Analysis Conforms To: 1908 NW 112 AVE. Jt Brg Size Required FBC2007 CORAL SPRINGS, FL 33071 A 8.0" 1.5" TPI 2002 2. 111CAUTION111 READ TrBCSI-B1 C 1.5" 1.5" OH Loading SUMMARY SHEET" BEFORE B 1.5" 1.5" Soffit psf 2.0 HANDLING , INSTALLING S This truss has been designed BRACING TRUSSES. Plus 5 Wind Load Case(s) for 20.0 psf LL on the H.C. 3. SEE ATTACHED DETAIL SHEET Plus 1 UBC LL Load Case(s) in areas where a rectangle FOR: 1-JACK NAILS. Plus 1 DL Load Case(s) 3- 6- 0 tall by 2-TBRACE. 3-BEARING BLOCK. 2- 0- 0 wide Checked for NonConcurrent 200 will fit between the B.C. Lbs Moving Point Load applied and any other.member. at Panel Points and Mid -panel Design checked for 10 psf non - on BC concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Membr CSI P Lbs Axl-CSI-Bnd Truss is designed as a Main ----------Top Chords---------- Wind -Force Resistance System. Online PlusTM 0 Copyright MiTek®1996-2010 Version 27.0.006 Engineering - Portrait 12292010 2:42:43 PM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering '21839 CJ4C 1 ENDJO 30711 4 1- 0- 0 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-15 HO 1-6-8 TC1 1-0-0 3-7-11 1 T 4 -B 2x4 A W:800 R: 242 U: 146 BC - 3-7-11 Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC 0.16 2x 4 SP-#2 BC 0.29 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 7-11 BC Cont. 0- 0- 0 3- 7-11 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total. 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) at Down Uplift Horiz- A 243 i46 U 85 R C 238 3 U B 111 105 U 58 R at Brg Size Required A 8.0" 1.5" C 1.5" 1.5" B 1.5" 1.5" Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ------ ---- ALL PLATES ARE 14T2020 MiTek® Online Plus- A -B 0.16. 38 C 0.00 0.16 --------Bottom Chords --------- A -C 0.29 0 T 0.00 0.29 TL Defl -0.02" in A -C L/999 LL Defl -0.01" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.19 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y JSI 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: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 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 7-05 Truss is designed as a Main Wind -Force Resistance System. 2-16d toenails 2-16d toenails Scale: 0.664" = V Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior( TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 38 Lbs Max tens. force 36 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ 1'SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus^' ® Copyright Mrrek®1996-2010 Version 27.0.006 Engineering - Portrait 12292010 2:42:43 PM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering �21839 CJSB 1 1 ENDJO 30410 4 1- 0- 0 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-1-9 HO 1-5-8 TCI 1-0-0 3-4-10 1 4 T 1-5-8 2x4 T A s W:800 R: 230 U: 225 BC 3-4-10 3-4-10 ALL PLATES ARE MT2020 Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC 0.14 2x 4 SP42 BC 0.24 2x 4 SP42 Brace truss as follows: O.C: From To TC Cont. 0- 0- 0 3- 4-10 BC Cont. 0- 0- 0 3- 4-10 psf-Ld 'Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total ' 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 231, 226 U 82 R C 236 74 U B 102 110 U 54 R . it Brg Size Required A 8.0" 1.5" C 3.5" 1.5" B 1.5" 1.5" Plus 5 Wind Load Case(s) Plus' 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- MiTek® Online Plus- A -B 0.14 39 C 0.00 0.14 --------Bottom Chords-------- A-C 0.24 0 T 0.00 0.24 TL Defl-0.01'! in A -C L/999 LL Defl -0.01" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.19 Plates for each ply each face. Plate - MT20 20 Ga, Gross.Area Plate - RHS 20 Ga, Gross Area Plate -.MTBH 18 Ga, Gross Area it Type Plt Size X Y JSI 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: East Coast Truss Analysis Conforms To: FEC2007 TPI 2002 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- 67 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 7-05 Truss.is designed as a Main Wind -Force Resistance System. 27-16d toenails 2-16d toenails Scale: 0.693" = 1' Wind Speed: 140 mph Mean'Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf User -defined wind -exposed BC regions --From-----To--- 0- 0- 0 3- 4-10 Max comp. force 39 Lbs Max tens. force 33 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554- 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ 1FSCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus' 0 Copyright MRek®1998-2010 Version 27.0.006 Engineering - Portrait 1=9=10 2:42:43 PM Page 1 Job Mark uan Type Span P1-H1 Left OH Right OH Engineering P 2I839 ^-CJ5D1 ENDJO 50314 4 1- 0- 0 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - SO 3-15 SO 2-1-4 TCI 1=0-0 5-3-14 1 4 2-1-4 2x4 A 4�- W:800 R: 316 U: 172 BC 5-3- 4 5-3-14 Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- TC 0.31 2x 4 SP-#2 BC 0.47 2x 4 SP-#2 Brace truss as follows: O.C. From To TC tCont. 0- 0- 0 5- 3-14 BC 'Cont. 0- 0- 0 5- 3-14 psf-Ld Dead Live TC15.0 20.0 BC. 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fo=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 316 113 U 127 R C 257 2 U B 164 157 U 86 R Jt Brg Size Required A 8.0" 1.51' C 3.5" 1.5" B 1.5" 1.5" Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Cass(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- ALL PLATES ARE MT2020 . MiTek® Online Plus - A -B 0.31 56 C 0.00 0.31 --------Bottom Chords --------- A -C 0.47 0 T 0.00 0:47 TL Defl-0.07!' in A -C L/751 LL Defl -0.03" in A -C L/999 DL Defl 0..00" at L/999 Shear // Grain in A -C 0.20 Plates for each ply each face. Plate.- MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross.Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI 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: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 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 7-05 Truss is designed as a Main Wind -Force Resistance System. 2-16d toenails 2-16d toenails Scale: 0.71P" =1' Wind Speed: 140 mph Mean Roof Height: 1570 Exposure. Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 56 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Carol, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1968 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !,!!CAUTION!!! READ 11BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Pius- 0 Copyright MRekO 1996-2010 Version 27.0.006 Engineering - Portrait 12292010 2*42:43 PM Page 1 Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 121839 NCJ6B 1 ENDJO 40607 4 1- 0-.0 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-15 HO 1-10-1 TCI 1-0-0 4-6-7 1 4 1-10-1 2x4 A W:800 R: 281 U: 271 BC 4-6-7 4-6-7 Ell Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC 0.21 2x 4 SP-#2 BC 0.37 2x 4 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 6- 7 BC Cont. 0- 0-'0 4-.6- 7 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 281 272 U 110 R C 249 98 U B 139 149 U 73 R it Brg Size Required A 8.0" 1.5" C 3.5" 1.5" B 1.5" 1.5" Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL' Load Cass(s) - Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- ALL PLATES ARE MT2020 MiTek® Online Plus" A -B 0.21 53 C 0.00 0.21 --------Bottom Chords --------- A -C 0.37 0 T 0.00 0.37 TL Defl -0.04" in A -C L/999 LL Defl -0.01" in A -C L/999 DL Defl 0.00" At L/999 Shear // Grain in A -C 0.20 Plates•for.each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y JSI 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: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 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 7-05 Truss is designed as a Main" Wind -Force Resistance System. 2-16d toenails 2-16d toenails Scale: 0.765" = 1' Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead: Load': 5.0 psf BC Dead Load : 6.0 psf User -defined wind -exposed BC regions --From-----To--- 0- 0- 0 4-'6- 7 Max comp. force 53 Lbs Max tens. force 45 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Salim Ceici, P.E. 5407 Wellcra£t Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. IIICAUTIONIII READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE.ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online PlusTM 0 Copyright MITek®1996-2010 Version 27.0.006 Engineering - Portrait 12/292010 2:42:44 PM Page 1 Job Mark Quart Type Span Pl-Hl Left OH Right OH Engineering ring ^•CJ6C . 1 ENDJO 5040.0 4 1- 07 0 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-15 SO 2-1-4 . TCJ 1-0-0 1 5-4-0 1 4 2-1-4 2x4 A w:800 R: 316 U: 172 HC 5-4- La 5-4-0 ALL PLATES ARE MT2020 2-16d toenails 2-16d toenails Scale: 0.712" = 1' MiTek® Online Plus - Online Plus -- Version 27.0.006 A -B 0.31 57 C 0.00 0:31' Wind Speed: 140 mph RUN DATE: 29-DEC-10 --=----- Bottom Chords--------- Mean Roof Height: 15-0 A -C 0.47 0 T 0.00 0.47 Exposure Category: C CSI -Size- ----Lumber---- 11 Occupancy Factor : 1.00 TC 0.31 2x 4 SP-#2 TL Defl -0.07" in A -C L/746 Building Type: Enclosed BC 0.47 2x 4 .SP-#2 LL Defl -0.03" in A -C L/999 Zone location: Exterior DL Defl 0.00" at L/999 TC Dead Load 5.0 psf Brace truss as follows: Shear // Grain in A -C 0.20 BC Dead Load 6.0 psf O.C. From To Max comp. force 57 Lbs TC Cont. 0- 0- 0 5- 4- 0 Plates for each ply each face. Max tens. force 53 Lbs BC Cont. 0- 0- 0 5- 4- 0 Plate - MT20 20 Ga", Gross Area Connector Plate Fabrication Plate - RHS 20 Ga, Gross Area Tolerance = 20% psf-Ld Dead Live Plate - MT8H 18 Ga, Gross Area This truss is designed for a TC 15.0 20.0 Jt Type Plt Size X Y JSI creep factor of 1.5 which BC 10.0 0.0 is used to calculate total TC+BC 25.0 20.0 REFER TO ONLINE PLUS GENERAL load deflection. Total 45.0 Spacing 24.0" NOTES AND SYMBOLS SHEET FOR FABRICATOR NOTES: Lumber Duration Factor 1.25 ADDITIONAL SPECIFICATIONS. 1. EAST COAST TRUSS Plate Duration Factor 1.25 5285 ST.LUCIE BLVD. TC Fb=1.15 Fc=1.10 Ft=1.10 For proper installation of FORT.PIERCE,FL 34946 BC Fb=1.10 Fc=1.10 Ft=1.10 toe -nails, refer to the 2005 National Design Specification S..'Salim Cerci, P.E. Total Load Reactions (Lbs) (NDS) for Wood Construction 5407'Wellcraft Dr. Jt Down Uplift Horiz- Greenacres, FL.33463 A 317 173 U 127 R NOTES. C 257 .' 2 U Trusses Manufactured by: MAURICE A. SHASHOUA, B 164 157 U 86 R East Coast Truss P.E.#EB5251 6 19554 Analysis Conforms To: 1908 NW 112 AVE. Jt Brg Size Required FBC2007 CORAL SPRINGS, FL 33071 A 8.0" 1.5" TPI 2002 2. M CAUTION!!! READ 11SCSI-B1 C 3.511 1.5" OH Loading SUMMARY SHEET" BEFORE B 1.5" 1.5" Soffit psf 2.0 HANDLING , INSTALLING & This truss has been designed BRACING TRUSSES. Plus 5 Wind Load Case(s) for 20.0 psf LL on the H.C. 3. SEE ATTACHED DETAIL SHEET Plus 1 UBC LL Load Case(s) in areas where a rectangle FOR: 1-JACK NAILS. Plus 1 DL Load Case(s) 3- 6- 0 tall by .2-TBRACE. 3-BEARING BLOCK. 2- 0- 0 wide Checked for NonConcurrent 200 will fit between the B.C. Lbs Moving Point Load applied and any other member. at Panel Points and Mid -panel Design checked for 10 psf non - on BC concurrent.LL on BC. Wind Loads - ANSI / ASCE 7-05 Membr CSI P Lbs Axl-CSI-Bnd Truss is designed as a'Main ----------Top Chords---------- Wind -Force Resistance System. Online PlusTM © Copyright MITek®1996-2010 Version 27.0.006 Engineering -Portrait 12292010 2:42:44 PM Pagel Job 21839 Mark ^-CAB Quan Type Span Pl-Hl 1 ENDJO 50804 4 Left OH Right OH 1- 0- 0 0 Engineering #21839 - MEL-RY CONSTRUCTION - OLDHAM - 80 3-15 80 2-2-11 TCI 1-0-0 I 5-8-4 4 2-16d'toenails 2-2-11 2x4 A 2-16d toenails A ✓ " BC 1 3-4-0 1 274-4 5-8-4 ALL PLATES ARE 102020 Scale: 0.756" =1' Online Plus -- Version 27.0.006 RUN DATE:'29-DEC-10 CSI -Size- ----Lumber---- TC 0.21 �2x 4 SP-#2 BC 0.36 2x 4 SP-#2 Brace truss as follows: 0. C. From To TC Cont. 0- 0- 0 5- 8- 4 BC Cont. 0- 0- 0 5- 8- 4 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- D 477 289 U .136 R C 243 B 65 72 U 92 R Jt Brg Size Required D 40.0" 0"-to- 40" C 3.5" 1.5" B 1.51r 1.5" Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Cases) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- MiTek® Online Plus- * -D 0.21 694 C 0.00 0..21 D -B 0.10 78 T 0.00. 0.10 --------Bottom Chords --------- A -C 0.36 0 T 0.00 0.36 TL Defl 0.00" in A -C L/999 LL Defl 0.00" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -C 0.25 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MTBH 18 Ga, Gross Area Jt Type Plt Size X Y JSI 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: East Coast Truss Analysis Conforms To: FBC2007 .TPI 2002 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 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category. C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 694 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. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL-34946 S. Salim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plu'sTM 0 Copyright MITekO 1996-2010 Version 27.0.006 Engineering - Portrait 121292010 2:42:44 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 21839 -CJ9B 1 ENDJO 61002 4 1- 0- 0 0 #21839 - MEL-RY CONSTRUCTION - OLDHAM HO 3-15 NO 2-7-5 TCJ 1-0-0 1 6-10-2 1 4 2-7-5 2x4 A W:800 R: 384 U: 197 BCJ 6-10-2 Le 6-10-2 Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC 0.53 2x 4 SP-#2 .BC 0.71 2x 4 SP-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6-10- 2 BC Cont. 0- 0- 0 6-10- 2 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC. 25.0 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 384 197 U 164 R C 274 2 U B 212 203 U 112 R Jt Brg Size Required A 8.0" 1.5" C 3.5" 1.51' B 1.5" 1.5" Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- ALL PLATES ARE MT2020 MiTek® Online Plus - A -B 0.53 74 C 0.00 0:53 -------=Bottom Chords --------- A -C 0.71 0 T 0.00 0.71 TL Defl -0.20" in A -C L/361 LL Defl -0.07" in A -C L/999 DL Defl 0.00" at L/999 Shear // Grain in A -B 0.26 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MTBH 18 Ga, Gross Area Jt Type Plt Size X Y JSI 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: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 OR 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 7-05 Truss is designed as a Main Wind -Force Resistance System. 2-16d toenails 2-16d toenails Scale: 0.615" =1' Wind Speed: 140 mph Mean Roof Height: 15-0, Exposure Category: C Occupancy Factor 1.00 Building Type: Enclosed . Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 74 Lbs Max tens. force 67 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. FABRICATOR NOTES: 1. EAST COAST TRUSS . 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 S. Selim Cerci, P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus' 0 Copyright MTek®1996-2010 Version 27.0.006 Engineering - Portrait 12292010 2:42:44 PM Pagel Job Mark Quan 'Type Span Pl-Hl Left OH Right OH Engineering �21839 ^-EJ7 10 MONO 70000 4 1= 0- 0 0 A #21839 - MEL-RY CONSTRUCTION - OLDHAM - HO 3-15 SO 2-7-15 TC � 1-0-0 7-0-0 B 2-16d toenails 4 2-7-15 '2x4 A 2-16d toenails W:800 R: 391 U: 199 SC ^. 7-0-0 �J 7 V 0 ALL PLATES ARE MT2020 Scale: 0.610" = 1' Online Plus -- Version 27.0.006 RUN DATE: 29-DEC-10 CSI -Size- ----Lumber---- TC 0.56 2x 4 SP-#2 BC 0.74 2x 4 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 0- 0 SC Cont. 0- 0- 0 7- 0- 0 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 0.0 TC+BC 25.0' 20.0 Total 45.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- A 391 200 U 168 R C 275 1 U B 217 208 U 114 R Jt Brg Size Required A 8.0" 1.5" C 3.5" 1.5" B 1.5" .1.5" Plus 5 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked -for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- MiTekG Online Plus' A -B 0.56 75 C 0.00 0.56 -----=Bottom Chords --------- A -C 0.74 0 T 0.00 0.74 TL Defl -0.21" in A -C L/338 LL Defl -0.08" in A,-C L/935 DL Defl 0.00" at L/999 Shear // Grain in A -B 0.27 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plate - MTSH 18 Ga, Gross Area Jt Type Plt Size X Y JSI 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: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 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 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 15-0 Exposure Category: C Occupancy Factor 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 5.0 psf BC Dead Load 6.0 psf Max comp. force 75 Lbs Max tens. force 69 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. FABRICATOR NOTES: 1. EAST COAST 'TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946,. 3. Selim Cerci,'P.E. 5407 Wellcraft Dr. Greenacres, FL.33463 MAURICE A. SHASHOUA, P.E.#EB5251 6 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !!!CAUTION!!!, READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING 6 BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Piusm 0 Copyright MTek01996-2010 Version 27.0.008 Engineering - Portrait 12292010 2:42:45 PM Page 1