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Home My WebLink AboutTRUSS 2-25-16® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek -=1,E�' J31107A - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Mel-Ry Construction Project Name: Mcghee Residence Model: Floor pa, FL33610 4115 Lot/Block: 689 Subdivision: Nettles Island Address: Lot 689 Nettles Blvd. City: Jensen Beach State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014fTP12007 Design Program: MiTek 20/20 8.0 Wind Code: N/A Wind Speed: N/A mph Roof Load: N/A psf Floor Load: 55.0 psf This package includes 25 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003 section 5 of the Florida Board of Professional En9 ineers Rules. No. Seal# Truss Name I Date No. Seal# Truss Name I Date 1 IT8119652 I FG03 2/25/016 118 1 T8119669 1 FT12 2/25/016 2 IT8119653 I FG04 2/25/016 119 1 T8119670 I FT13 2/25/016 3 I T8119654 I FG05 1 2/25/016 120 1 T8119671 I FT14 1 2/25/016 14 I T8119655 I FG06 12/25/016 121 I T8119672 I FT15 12/25/016 I 15 1 T8119656 I FG07 1 2/25/016 122 1 T8119673 1 FT16 1 2/25/016.1 16 I T8119657 I FG08 12/25/016 123 1 T8119674 1 FT17 12/25/016 1 17 1 T8119658 I FT01 12/25/016 124 1 T8119675 I FT18 12/25/016 1 18 I T8119659 I FT02 1 2/25/016 125 1 T8119676 I FT19 12/25/016 19 1 T8119660 I FT03 1 2/25/016 1 1 I 1 1 1 110 I T8119661 I FT04 1 2/25/016 Ill I T8119662 I FT05 12/25/016 112 1 T8119663 I FT06 12/25/016 113 1 T8119664 I FT07 1 2/25/016 114 I T8119665 I FT08 1 2/25/0161 115 I T8119666 I FT09 1 2/25/016 116 I T8119667 I FT10 1 2/25/016 1 117 1 T8119668 I FT11 1 2/25/016 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. ,u►ri�,10 0 • = fr = C - TAT E OF % Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply T8119652 J31107A FG03 Floor Girder 2 2 Job Referenceo tional test toast I cuss, ri. rlerce, rL 04W40 03-8 H ' 11�i 1-471 �F ID:ol klKm_CjPx6yu7wrliG2hzhhEc-Q?114Tjf70G?_G4GHupFuD163mgdU5uOMbO3zhb8W 1—i 0 3H8 Scale=1:41.4 5x6 = 3x4 = 3x4 = 3x4 = 1 5x6 = 3x4 = 3x4 = 3x4 = 5x5 = 1 2 3 4 5 6 7 8 9 20 19 21 18 17 116 15 14 13 12 11 10 2x4 I I 3x8 = 3x8 = 3x4 = i x4 =4x4 = 3x4 = 3x4 = 3x4 = 3x4 = 2x4 I I Special 0 2-2-15 21-5-1 23-4-8 2 A 0 _1 1-7 1 19-2-2 1-11-7 0-3 Plate Offsets fX Y)— 11.0-2-8 0-3-01 15:0-2-4 0-3-01 19:0-1-8 0-3-01 f18.0-2-12 0-1-81 119.0-2-12 0-1-81 LOADING (psf) SPACING. 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0'.25 Vert(LL) -0.26 14-16 >999 360 MT20. 244/190 TCDL 10.0 Lumber DOL 1.00 BC Oi 80 Vert(TL) -0.40 14-16 >686 240 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) -0.08 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight: 237 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1949/0-3-0, 9=1106/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except wtien shown. TOP CHORD 1-2=2661/0, 2-3=4404/0, 3-4=4698/0, 4-5=4960/0, 5-6=-4766/0, 6-7=-4081/0, 7-8=2940/0, 8-9=-1292/0 BOT CHORD 18-19=0/3666, 17-18=0/4672, 16-17=0/4946, 14-16=0/4956, 13-14=0/4528, 12-13=0/3616, 11-12=0/2240 1 - WEBS 1-19=0/3149, 2-19=-1351/0, 2-18=01991, 3-18=351/0, 4-17I 351/0, 5-14=-289/0, 6-14=0/337, 6-13=633/0, 7-13=0/660, 7-12=957/0, 8-12=0/992, 8-11=1343/0, 9-11=0/1568 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 1111 1111 Bottom chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. ,"�p� S A � �P` 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ' • G E -q �� have been to distribute loads indicated. ,� �.� N S��', v/ ��' '�• ply connections provided only noted as (F) or (B), unless otherwise �� .•• �,� 3) Plates checked for a plus or minus 0 degree rotation about its center. "Semi N O 3 9380 •� 4) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. — 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be to their outer or by other attached walls at ends restrained means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) Hanger(s) device(s) be to load(s) 1051 lb down at 2-84 on + •/` or other connection shall provided sufficient support concentrated .n �r •.. TA r E f, L `: bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOADCASE(S) Standard �j�`` ••• 0 R k�. •`G�`�� 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 �� ss • •"' ' • ` �� Uniform Loads (plf) ��N A� E �"o — Vert: 10-20=8, 1-9=80 Concentrated Loads (lb) Thomas A. Alban! PE No.39380 Vert: 21=1051(B) MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 ®WARNING - Miry design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only wiih MiTek(D connectors. This design is based only upon parameters shown, and is for an Individual building component, not �® H� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing NliTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ory, Ply T8119653 J31107A FG04 Floor Girder 1 Job Reference (optional) East Goast I russ, t-t. rierce, rL 34`J4a 03-11 H , 3-2-8 3-0-12 56 = 3x4 = 3x4 = 1 2 3 ��l ID:ol klKm—CiPx6yu7wrljG2hzhhEo-O?114Tjf7OG?—G4GHupFu016?mzhlT45u0MbO3zhb8W -8 J , 3-6-12 __i i 3-r12 J 0 3H8 Scale = 1:41.4 1x4 II 3x4 = 3x4 = 1x4 II 3x4 = 5x5 = 4 18 5 6 7 8 9 2x4 II 3x4 = 3x4 = 8x14 = 7x8 = 3x4 = 2x4 I I i Special Special 0- 1 3-1 11 8 7-3-12 103-0 10- 12 !3 :2-0 15-6-4 15 0 19133 23 4 8 2-0 0- 1 3-7-12 3-4-4 3-41 0- -12 2-4-4 2-4-4 0-1- 2 18-8 4-0-0 0-3 Plate Offsets (X Y)— 11:0-1-8 0-2-121 19:0-1-8 0-2-121 113:0-7-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.02 15-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL) -0.03 15-16 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) -0.00 9 n/a n/a BCDL 5.0 Code FBC20141TPI2007 (Matrix-M) Weight: 241 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. REACTIONS. All bearings 5-0-0 except (jt=length) 1=0-3-3, 9=0-3-0, (lb) - Max Uplift All uplift 100 lb or less at joint(s) 14 Max Grav All reactions 250 lb or less atjoint(s) 14 except 1=520(LC 3), 9=388(LC 7), 12=1080(LC 5), 12=971(LC 1),13=2684(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-898/0, 2-3=-741/0, 3-4=0/475, 4-6=0/579, 8-9=-572/01 BOT CHORD 15-16=0/898, 14-15=0/741, 13-14=0/707, 12-13=-347/69, 11-12=0/574 WEBS 4-13=-373/0, 7-12=354/0, 2-16=-297/0, 1-16=0/910, 3-13 —' 1261/0, 8-12=-766/0, 9-11=0/549, 6-13=440/23, 6-12=-188/288 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'xKW) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strong backs, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) CAUTION, Do not erect truss backwards. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1683 lb down at 11-3-12, and 337 lb down at 15-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-17=10, 1-9=100 Concentrated Loads (lb) Vert: 12=337(F) 13=1683(F) �4\PS A. No 39380 41 0 N Al-IE /111111/ Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. AM Design valid for use only with 1708 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8119654 J31107A FG05 Floor Girder 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 3x6 = Special 2x4 II 4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 TCDL 10.0 Lumber DOL 1.00 BC 0.21 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 `Except' 1-3: 2x4 SP No.3 REACTIONS. (lb/size) 4=402/Mechanical, 3=348/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.000 s Jan a 201 o Mi r ek inuusureb, mc. i nu reu to i c.ao.00 cu r u ragc i ID:o1 klKm_CiPx6yu7wrljG2hzhhEc-vBIPHpkHuiOscQfrrbKUQDIIwAJIUziE7g59wVzhb8V 2 2x4 11 4 4x6 = DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.01 3-4 >999 360 MT20 244/190 Vert(TL) -0.01 3-4 >999 240 Horz(TL) -0.00 3 n/a n/a Scale = 1:11.1 Weight: 43 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to w ply connections have been provided to distribute only loads noted as (F) of (B), unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 417 lb down at 1-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 34=10, 1-2=-100 Concentrated Loads (lb) Vert: 5=417(F) ,`` PSG111A11A1��i ON No 39380 • �� • �y� TA E � .40 ONA Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M7ekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 I Jab Truss Truss Type Qty Ply T8119655 J31107A FG06 Floor Girder 1 Job Reference (optional) East toast I russ, ri. vierce, rL ogvgo 3x8 = 2 3x4 = ID:o1 klKm_CiPx6yu7wrljG2hzhhEc-vBIPHpkHuiOscQfTrbKUQDIH6ADXUo0E7g59wVzhb8V Special Special I Special Special 8 9 10 7 11 6 46 = 410 = 3.4 I I LOADING (psf) SPACING- - 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC ' 0.23 Vert(LL) -0.07 6-7 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.10 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-8,4-5: 2x6 SP No.2 Scale = 1:17.7 Special 12 5 3x4 II 10-10-12 3-9-7 PLATES GRIP MT20 244/190 Weight: 126 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=1712/Mechanical, 5=1692/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=1244/0, 4-5=1279/0, 1-2=3167/0, 2-3=3272/0, 3-4=3272/0 BOT CHORD 7-8=0/283, 6-7=0/3167, 5-6=0/316 WEBS 2-7=373/0, 3-6=-311/0, 1-7=0/3069, 4-6=0/3145 • NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4- 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or, (B), unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6),Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X V) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 359 lb down at 0-11-8, 404 lb down at 2-11-8, 451 lb down at 4-11-8, and 498 lb down at 6-11-8, and 544 Ib down at 8-11-8 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=10, 1-4=-100 Concentrated Loads (III) Vert: 6=-498(B)9=359(B)10=-404(B) 11 =-451 (B) 12=-544(B) `��1111111111II No 39380 WE its' •44111111 Thomas A. Alban] PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 �— 14 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall mybuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T8119656 J31107A FG07 Floor Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 1 3x4 = 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Feb 25 12:58:39 2016 Page 1 ID:o 1 klKm_CiPx6yu7wrljG2hzhhEc-NNsnV8kwfOWjDaEfPlsjzRgScaZmDQxOMMSxzhb8U 2 1x4 II Special Special 1 5 6 3 4x6 = 2x4 11 3-9-8 Scale = 1:11.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.03 3-4 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.04 3-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2014rrP12007 (Matrix-M) Weight: 44 Ib FT = 0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=1093/Mechanical, 3=1059/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except whIen shown. NOTES. 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 883 lb down at 1-0-12, and 883 lb down at 2-7-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-4=10. 1-2=-100 Concentrated Loads (lb) Vert: 5=883(B) 6=-883(B) `%01111111111//1/1 A Q�PS �. se. / - No 39380 E i111s1 ,0 N A %�, �` 11111 Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11411-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall`• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty T8119657 J31107A FG08 FLOORGIRDER 1 �Ply Job Reference o tional Last t;oast I russ, rt. vierce, t-L sgaaa 03-8 F I r1-7-151--7 L 5x5 = 3x4 = 3x4 = 1 2 3 20 19 21 18 22 2x4 II 4x4 = Special 3x4 =Special Special ID:ot klKm_CiPx6yu7wr1jG2hzhhEo-NNsnV8kwfOWlDaEfPlsjzRgQZaUHDHGOMKHSxzhb8U 1-7-15 012 le = 1:40.7 3x4 = 5x6 = 3x4 = 3x4 = 3x4 = 5x5 = 4 5 6 7 8 9 I i 1723 2416 15 25 14 26 13 27 12 28 11 29 10 3x4 = 13x4 =5x6 = 3x4 = 3x4 = 3x4 = Special 4x4 = 2x4 II Special Special Special Special Special Special Special 0r3,8 2-2-15 , 215-1 2314-8 23r8,0 03-8 1-11-7 19-2-2 1-11-7 03" LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Weft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.32 14-16 >864 360 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(TL) -0.48 14-16 >574 240 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(TL) -0.10 9 n1a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 264 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=1796/0-3-0, 1=148610-3-0 I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1840/0, 2-3=-4254/0, 3-4=-5927/0, 4-5=-6867/0, 5-6=-7052/0, 6-7=-6358/0, 7-8=-4791/0, 8-9=2202/0 BOT CHORD 18-19=0/3190, 17-18=0/5196, 16-17=0/6519, 14-16=0/7083, 13-14=0/6815, 12-13=0/5687, a 11-12=013623 WEBS 1-19=0/2261, 2-19=1855/0, 2-18=0/1463, 3-18=-1295/0, 3-17=0/1004, 4-17=814/0, 4-16=0/478, 5-16=283/0, 6-14=01325, 6-13=628/0, 7-13=6/923, 7-12=-1232/0, 8-12=0/1604, 8-11=1954/0, 9-11 =012603 I.' NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) The solid section of the plate is required to be placed over the splice line atjoint(s) 15. 4) Plate(s) at joint(s) 20, 10, 9, 1, 19, 2, 18, 3, 17, 4, 16, 5, 14, 6, 13, 7, 12, 8 and 11 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 15 checked for a plus or minus 3 degree rotation about its center. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down at 2-0-12, 58 lb down at 4-0-12, 73 lb down at 6-0-12, 89 lb down at 8-0-12, 99 lb down at 10-0-12, 114 lb down at 12-0-12, 130 lb down at 14-0-12, 145 lb down at 16-0-12, 161 lb down at 18-0-12, and 176 lb down at 20-0-12, and 191 lb down at 22-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-20=8, 1-9=-80 � `r0 $P"S� ••E IV • <e 2 G S • • � �''i No 39380 TA EZ. 11 11 1111110% Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 ®WARNING - verity deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312016 BEFORE USE. Design valid for use only with W05 connectors. This design is based only upon parameters shovm, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall p �� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse Wth possible personal injury and property damage. For general guidance regarding the iViiTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T8119657 J31107A FG08 FLOOR GIRDER 1 2 �J.bR.ference(optional) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan 5 2016 MITek Industries, Inc. Thu Feb 25 12.58.39 2016 Page 2 ID:o1 klKm_CiPx6yu7wrljG2hzhhEc-NNsnV8kwfOWjDaEfPlsjzRgQZaUHDHGOMKdSxzhbBU LOAD CASE(S) Standard Concentrated Loads (Ib) + Vert: 19=-42(B) 13=145(B) 21=-58(B) 22=-73(B) 23=89(B) 24=99(B) 25=-114(B) 26=-130(B) 27=-161(B) 28=-176(B) 29=191(B) ®WARMING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312016 BEFORE USE. Design valid for use only with MTek(D connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 t Job Truss Truss Type Qty Ply T8119658 J31107A FT01 Floor 1 1 Job Reference (optional) Last Goast I runs, m. vierce, FL 34y90 ID:o1klKm_CiPx6yu7wr1jG2hzhh; raQ9iUIYQJearjorzONyWeNgpz2zytBXa_aF_Ozhb8T 1 2 2x4 II 3 2x4 II 2x4 II 5 4 2x4 11 Scale=1:11.3 0-3-8 1-1-2 0-3-8 0-9-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.03 Vert(LL) -0.00 5 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC , 0.00 Vert(TL) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014rrP12007 (Matrix-M) Weight: 6 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-1-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=50/Mechanical, 1=48/0-2-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except 'when shown. I NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. NS A. No 39380 -f' E ice.' llllll Thomas A Albans PE No.39380 MITek USA, Inc, FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 25,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall• building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8119659 J31107A FT02 Floor 1 1 Job Reference (optional) Last uoast I cuss, M. VierCe, rL J9y40 ID:ol klKm_CiPx6yu7wrljG2hzhhEc-raQ9iUIYQJearjorzONyWeNgaz2wytBXa_aF_Ozhb6T �0:3� 2 2x4 II 3 2x4 II 2x4 11 5 2x4 11 Scale = 1:11.3 0-3-B , 0 8 1-4-8 1-1 6 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.04 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 . 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 7 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-8 oc purlins, BOT CHORD 2x4 SP No.2 _ except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=66/Mechanical, 1=6310-2-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. • 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. I At/q�,`',, ps <e % \�` ' NO 39380 * �13 Lff �. TA r E r Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall i building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city ply T8119660 J31107A FT03 Floor 1 1 Job Reference(optionalli test coast I russ, ri. t-ierce, rL atiayo C ID:o 1 klKm_CiPx6yu7wrljG2hzhhEc-Jm_YvgmABdmRTtN2 WjuB2swr5NO6hKRhpeKpXgzhbBS pl� 2 2x4 11 3 2x4 II 2x4 11 5 4 Scale = 1:11.3 2x4 11 0-95 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.06 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/rP12007 (Matrix-M) Weight: 8 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=81/Mechanical, 1=78/0-2-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. �5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. A. No 39389 ...... :; • TA f E '�iFS••�0RI�.•'G�� Thomas A. Alban] PE No.39380 M]Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: . February 25,2016 WARNING - Verify des19n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MlTek9 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss J31107A FT04 Floor East Coast Truss, Ft. Pierce, FL 34946 Type 0_� 1 2 2x4 II Oty IPly 1 1 T8119661 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Feb 25 12:58:41 2016 Page 1 ID:o1 klKm_CiPx6yu7wrljG2hzhhEc-Jm_YvgmABdmRTtN2WIuB2swgsNO2hKRhpeKpXgzhb8S 3 2x4 11 2x4 II 5 4 2x4 11 Scale = 1:11.2 LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/TP12007 CSI.._ TC 0.07 BC 0.01 WB 0.00 (Matrix-M) DEFL. in (loc) Udefl LJd Vert(LL) -0.00 5 >999 360 Vert(TL) -0.00 5 >999 240 Horz(TL) 0.00 4 n/a n/a — PLATES GRIP MT20 244/190 Weight: 9 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=97/Mechanical, 1=93/0-2-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- _ 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. • 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. tIii j,IIII Af fill,Ns ',,, 4e � �E N ` No 39380 r A;'11 ;O N Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mlrek® connectors. This design is based only upon parametersshown, and is for on individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPll Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8119662 J31107A FT05 Floor 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 0E- 2 2x4 11 2x4 II 5 8.000 s Jan 5 2016 MI tek Industries, Inc. Thu Feb 25 12:58:42 207 a rage 1 ID:o 1 klKm_CiPx6yu7wrljG2hzhhEc-nyYw7Anoyxul5lyE4RPQb3S7SnkDQnhg213M3Gzhb8R 3 2x4 II Scale=1:11.2 0:2-8 0-10-8 01-8 0-7-0 2-2-9 1.4-1 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight: 9 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, BOT CHORD 2x4 SP No.2 - except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=107/Mechanical, 1=10410-2-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. .NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. • 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0' oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 0 ,`��11 9 . NO 39380 'ri TA E 01�L� r � Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTeW connectors. This design is based only upon parameters shown, and is for an individual building component, not ®® HV a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members any. Additional temporary and permanent bracing IViiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Cdteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8119663 J31107A FT06 Floor 1 1 Job Reference (optional) tast l;oast truss, rt. vierce, rL ayay0 ID:ol klKm_CiPx6yu7wrljG2hzhhEc-nyYw7Anoyxu151 yE4RPQb3S?znk6Qnhg213M3Gzhb6R 2 2x4 II 3 2x4 II 2z4 II 5 4 0� 6 0-10 8 2-5-15 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) 0.00 5 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) -0.00 5 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014rrP12007 (Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=122/Mechanical, 1=12010-2-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:11.2 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 0% Structural wood sheathing directly applied or 2-5-15 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. ` PS, AI IA�--',, , • •E IV • <e �' S; • �2'�i No 39 U �'�.,`�'Si� N A E�C� �. nn� Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 ®WARNING - Vergy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. " Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see- ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 J Job Truss Truss Type Qty Ply T8119664 J31107A FT07 Floor 1 1 Job Reference (optional) test uoasi I russ, ri. rrerce, rL a4a40 ID:ol kl Km_CiPx6yu7wrljG2hzhhEe-F961KWoQjEO9iBXQe8wf7H?99B4G9Ex_Gypvbizhb8Q OF-� 2 2x4 II 3 2x4 II ff 2x4 I 5 4 0-3 8 1-2-13 2-95 2x4 II LOADING (psf) SPACING- 2(.)00 CSI. DEFL. in (loc) Udefl Ud TCLL 40.0 Plate Grip DOL 10 TC 0.15 Vert(LL) -0.00 - 5 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) -0.00 5 >999 240 BCLL 0,0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014rrP12007 (Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=138/Mechanical, 1=13510-2-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11.2 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% Structural wood sheathing directly applied or 2-9-5 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 stongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X T) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. A. q<e�'�� No 3938,0 TA f EZ. 111111111111111 N Ali t% %C� �. Thomas A. Albani PE No.39380 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev. f0/0312015 BEFORE USE. Design valid for use only with MTek9 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall {t � building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek° is always required for stabTty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Cdfeda, DSB-89 and BCSI Bunding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply T8119665 J31107A FT08 Floor 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 4:- 2x4 II 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Feb 25 12:68:43 2016 Page 1 ID:ot klKm_CiPx6yu7wrljG2hzhhEc-F961KWoQjE09iBXQe8wf7H79WB499Ex_Gypvbizhb8Q 3 2x4 II Scale = 1:11.2 16011 1-6-3 1-2-10 2x4 II 3-0-11 1-0.8 LOADING (psf)- SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014rrP12007 (Matrix-M) Weight: 12 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=153/Mechanical, 1=150/0-2-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. .NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1. ' 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. �I I 1 1 J/1� %%`,�Pg A, q�e�� No 39380 TA E 0- N A` 111111 Thomas A. Alban] PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only vrifh MTeke connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Nil' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Crlfeda, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8119666 J31107A FT09 Floor 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2 2x4 I I 2x4 I I 5 8.000 s Jan 5 2016 MTek Industries, Inc. Thu Feb 25 12:5B:44 2016 Page 1 ID:olklKm_CiPx6yu7wrljG2hzhhEc-jLggYso2UY80KL6dCsRugUXJYbPGugB7VcYT79zhb8P 3 2x4 If Scale=1:11.1 038 1-9-9 1.M 2x4 11 3-4-1 1-6.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 13 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=169/Mechanical, 1=166/0-2-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. • NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1. ' 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. — 7) CAUTION, Do not erect truss backwards. %%`��PS' Ar�A��'�i :• No 39380 * -- 7R Z I E 0- '��•. < 0 R X 0 ��. .•�%N � .S Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert6634 . 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 WARNING • Ved/y design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE M11-7477 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTeke connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iUliTek` Is always required for stabifity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T8119667 J31107A FT10 Floor 1 1 Job Reference (options]) East Coast Truss, Ft. Pierce, FL 34946 8.000 s Jan o 2016 MIT ex industries, inc. , nu reu ca I4.55,94 Lu I raga ID:olkIKm_CiPx6yu7wrljG2hzhhEc-jLggYso2UY80KL6dCsRugUXHmbPlug17VcYT79zhb8P 0-3-8 11 4 2-8-14 4 2x4 II 0.3 8 2-0-14 3-7-6 n_z a I_QA 1.AA 3x4 = LOADING (psf) SPACING- 2-0-0 CSI, DEFL, in floc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.00 5 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL) -0.01 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014rrP12007 (Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=181/0-2-15, 4=184/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11.1 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 0% Structural wood sheathing directly applied or 3-7-6 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. • NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. ,�t11111111111II �`0% ONS A .14, �.` ��• �GEN3. •��i'�i A< No 39380 .._ , Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 ®WARNING - Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312016 BEFORE USE. Design valid for use onlywilh MiTekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not p` a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T 8119668 J31107A FT11 Floor 1 1 Job Reference (optional) Last coast I cuss, m. Tierce, t-L J4y40 ID:olklKm_Cipx6yu7wr1jG2hzhhEo-jLggYso2UY80KL6dCsRu96XGhbPAug_7VcYT79zhb8P 038 11 3 — '-u-4 2x4 II 4 3x4 = Scale = 1:11.1 0-3-8 0-3 8 3-10-12 3-7-4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(TL) -0.01 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horc(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight: 19 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=196/0-2-15, 4=199/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. _ NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. — ,��IIIIIIII/I�� ONS A. A .`%% F v i No 39380 ____ SA rE F•••�OR1� •��% ��ss Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: February 25,2016 ®WARNING- Verify design paramefen and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 101031201E BEFORE USE. Design valid for use onlywith MTekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall HV 11' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T8119669 J31107A FT12 Floor 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 0-3-12 2 3x4 11 3x4 = 6 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Feb 25 12:58:45 2016 Page 1 ID:ol klKm_CiPx6yu7wr1JG2hzhhEc-BXE2ICpgEsGsyVhplZy7Ci4OJ_i6d53GkGI0gbzhb80 3 3x4 = 43x4 II Scale = 1:13.2 3x4 = 03-12 6-11-8 03-12 6-7-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lld PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 — BC 0.20 Vert(TL) -0.03 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 33 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=365/0-2-15, 5=368/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=0/497 WEBS 3-6=417/0, 3-5=-487/0 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. •NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 0��,,PSlilt ' A17, AI��i NO 39380 Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 101031201E BEFORE USE. Design valid for use only with MTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/orchord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse Wth possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8119670 J31107A FT13 Floor 1 1 - --- Job Reference (optional) - _...,...... a...... , tas[ L,aasi r russ, rt. rieice, rL oyago 0-3-12 I i 1 2 3x8 = I D:ol klKm_CiPx6yu7wrljG2hzhhEc-BXE21CpgEsGsyVhplZy7Ci4N9_kGd3vGkGlOgbzhb80 31x4 II 3x8 = 4 2x4 II 63x8 = 5 7 2x4 11 Scale=1:14.7 4-0-11 7-9-11 V-12 -12 3-8-15 3-8-15 Plate Offsets (X Y1— 12:0 3-8 0-1 81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Ildefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.02 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.03 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC20141TP12007 (Matrix-S) Weight: 38 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=414/Mechanical, 1=411/0-2-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=383/0, 2-3=-636/0, 3-4=-636/0 WEBS 3-6=399/0, 2-6=0/528, 4-6=0/610 NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Refer to girder(s) for truss to truss connections. ` 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and'/" gypsum sheetrock be applied directly to the bottom chord. — — 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. ,,`��111111///j,' Strongbacks to be attached to walls at their outer ends or restrained by other means. `,�Ow n p S A. ,14 ♦je `v` e 6) CAUTION, Do not erect truss backwards. No 39380 TA E �� ♦'�Ss�� _ N AL E?G �nlilnl� Thomas A. Albans PE ND.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 ®WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual tmssweb and/or chord members only. Additional temporary and permanent bracing tVliTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8119671 J31107A FT14 Floor 1 1 Job Reference lopton.aO East coast I mSs, hL viefce, rL "34846 0-3-12 a.uuu J 1 a L I u Iv aye ID:olklKm_CiPx6yu7wrljG2hzhhEo-gknRzYgJ?9OjZeG?JHUMIvdVZO37MV8QzwlaClzhbBN 1 x4 5x6 = 1 2 5x6 — 3 4 7 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 TCDL 10.0 Lumber DOL 1.00 BC 0.15 BCLL 0.0 Rep Stress Incr YES WB 0.35 BCDL 5.0 Code FBC2014ITP12007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 6 3x8 = 5 2x4 II Scale = 1:16.2 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.03 6 >999 360 MT20 244/190 Vert(TL) -0.04 6 >999 240 Horz(TL) -0.00 5 n/a n/a Weight: 42 lb FT = 0% _ BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=461/Mechanical, 1=458/0-2-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=427/0, 2-3=-787/0, 3-4=-787/0 WEBS 3-6=-441/0, 2-6=0/649, 4-6=0/744 NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) This truss design requires that a minimum of 7/16• structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. '%%��,,' PSA. iI,��i No 39380 �A r E . /L A� %% Thomas A. Alban] PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 ®WARNING - Verily design p.rnerers end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not Is a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIT Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 A Job Truss Truss Type city Ply T8119672 J31107A FT15 FLOOR 1 1 Job Reference (optional) rase L oasi i russ, ri. rlerce, rL rlevo 03-12 h l i 1 2 46 = ID:o1 klKm_CiPx6yu7wrljG2hzhhEc-gknRzYgJ?90jZeG?JHUMIvdZD03iMU30zw1 aC1 zhbBN Scale=1:17.7 3x4 = 4 7 6 5 2x4 I 3x8 = 2X4 II -12 4-7-2 4-7-2 — f5late Offsets (X Y1— 12:0-2-80-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.04 6 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(TL) -0.06 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 45 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-7: 2x4 SP No.2 REACTIONS. (lb/size) 5=508/Mechanical, 1=504/0-2-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=470/0, 2-3=-953/0, 3-4=-953/0 .WEBS 3-6=-481/0, 2-6=0/778, 4-6=0/890 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Refer to girder(s) for truss to truss connections. • 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/" gypsum sheetrock be applied directly to the bottom chord. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. ,,,\\llllll!/III/ `,` �p,S A. E N q<e,2 No 39380 _ :, TA (E /L Thomas A. Alban[ PE No.39380 M[Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek9 connectors. This design is based only upon parameters shown. and is for an individual building component, not a truss system. Before use, the building designer must verify the appricability of design parameters and properly incorporate this design into the overall i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/fPll QualltyCdteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra. VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T8119673 J31107A FT16 Floor 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 B.000 s Jan 5 2016 Mt i ek Industries, Inc. Thu Feb 25 12:58A7 2016 rage 1 ID:ol klKm_CiPx6yu7wrliG2hzhhEc-8wLpAurxmTXaBorBt—?bl79f4oNg5zCZBan7kUzhb8M 0-3-12 [_� , 3-1-13 1-6-14 1-6-14 Scale = 1:17.2 1 244 II 1� 3x4 = 3x4 = 4x4 II 8 3x4 = 7 6 3x4 = 3-1 5315 10-4-2 -3-1 M-3 5.0-3 Plate Offsets (X.Y1— 12:0-2-0,0-0-01. f5:Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 TCDL 10.0 Lumber DOL 1.00 BC 0.32 BCLL 0.0 Rep Stress Incr YES WB 0.30 BCDL 5.0 Code FBC2014/TPI2007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=55110-2-15, 6=554/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=0/378, 3-4=973/0 BOT CHORD 7-8=0/984, 6-7=0/926 WEBS 3-8=894/0, 4-6=-931/0 DEFL. in (loc) Udefl Ud Vert(LL) -0.04 7 >999 360 Vert(TL) -0.06 7 >999 240 Horz(TL) 0.01 6 n/a n/a 3x4 = PLATES GRIP MT20 244/190 Weight: 49 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. v 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1. 4) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/2" gypsum sheetrock be applied directly to the bottom chord. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. `�I11111111111�' `%%%,% g A. ��• �GENSn•�2�'. '< •fir ` / � No 39380 /t`. �, • • TA E �` /L: NZ Thomas A Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 ®WARNING • Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. "7 Design valid for use onlywith FNTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1Pek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8119674 J31107A FT17 Floor 1 1 " Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 1 5x6 = 2x4 11 8.000 s Jan 5 2016 MiTek Industries, Inc. Thu Feb 25 12:58:47 2016 Page 1 ID:olklKm_CiPx6yu7wrljG2hzhhEc-8wLpAurxmTXaBorBt_1bl79auoQc5yHZBan7kUzhbBM A Scale: 3/4"=1' 1x4 11 5x6 = 5 3x8 = 4 2x4 II 4-0.6 8-0-12 4-0-6 4-0.6 03.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.02 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.03 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) -0.01 3 n/a n/a BCDL 5.0 Code FBC2014/rP12007 (Matrix-S) Weight: 40 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=427/Mechanical, 3=427/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-406/0, 1-2=-715/0, 2-3=715/0 WEBS 2-5=471/0, 1-5=0/758, 3-5=0/758 NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Refer to girder(s) for truss to truss connections. 3) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. ♦♦�.��Pg A. 44e,,�� No 39380 E�C� % Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 ®WARNING - Vsr(fy design parame(ers end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03)2015 BEFORE USE. Design valid for use only with MneW connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ivi iTek° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply T8119675 J31107A FT18 FLOOR 11 1 Job Reference o tional Last coast I russ, rt. rierce, rL a4a90 0-3-8 H , 1-7-15 , 14-7 , �1 ID:o 1 klKm_CiPx6yu7wrljG2hzhhEc-c6vBNDrZXnfRpyQORhWggKixRCYtgKyjQEWgH3wzhb8L 1�lg ,, � sale = 1:40.7 5x6 = 3x4 = 3x4 = 3x4 = 5x6 = 3x4 = 3x4 = 3x4 = 5x6 = 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 2x4 I I 4x4 = 3x4 = 3x4 = 3x4 = 6x6 = 3x4 = 3x4 = 3x4 = 4x4 = 2x4 I I 0r3,8 2-2-15 21-5-1 , 23_-0-83rt� 20 0-3-8 1-11-7 19-2-2 1-11-7 0-3 Plate Offsets (X Y)— f1.0-2-8 0-3-01 15:0-2-4 0-3-01 l9.0-2-8 0-3-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.37 14-16 >737 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(TL) -0.58 14-16 >471 240 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) -0.12 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 132 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1002/0-3-0, 9=1002/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=1196/0, 2-3=2712/0, 3-4=3694/0, 4-5=-418210, 5-6=-4196/0, 6-7=369110, 7-8=2713/0, 8-9=119610 BOT CHORD 18-19=0/2083, 17-18=0/3314, 16-17=0/4059, 14-16=0/4303, 13-14=0/4055, 12-13=013315, 11-12=0/2082 WEBS 1-19=0/1374, 2-19=1219/0, 2-18=01866, 3-18=827/0, 3-17=01523, 4-17=-502/0, 6-13=499/0, 7-13=0/517, • 7-12=-828/0, 8-12=0/867, 8-11=1218/0, 9-11 =011 374 NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. 3) Recommend 2x6 strong backs, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. ,V%J1111111ll,� PS A. A `,,�� % • G E N �, �.`,�`r •. •. No 39380 110 Jill Thomas A. Albani PE No.39380 MIT& USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: February 25,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with M1Tek0 connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall r building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Salety Informatlon available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 J • 1 0. Job Truss Truss Type City Ply T8119676 J31107A FT19 Floor 2 1 Job Reference -(optional) tasi coast I russ, rr. Tierce, rL o1sygo 1-4-14� ID:olklKm_CiPx6yu7wrljG2h7hhEc-c6vBNDrZX.iRpyQORhW gKizWCa3gL6j'aV gHvrzhb8L 1-8-6 1 03? Scale=1:35.5 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 1 2 3 4 5 6 7 19 18 17 16 15 14 2x4 II 3x4 = 3x4 = 3x4 = 4x6 = 3x4 = 3x4 = 5x5 = 8 9 13 12 11 10 3x4 = 3x4 = 3x4 = 2x4 II 18.6-14 20612 20r'14 18-6-14 1-11-14 0-3 Plate Offsets (X.Y)— f9:0-1-8,0-3-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL, in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0.26 14 >942 360 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.40 14 >603 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) -0.00 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-S) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 19=891/Mechanical, 9=891/0-3-0 Max Grav 19=891(LC 1),-9=891(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-19=855/0, 1-2=882/0, 2-3=2171/0, 3-4=2940/0, 4-5=-3216/0, 5-7=2991/0, 7-8=2276/0, 8-9=1033/0 " BOT CHORD 17-18=0/1648, 16-17=0/2668, 14-16=0/3192, 13-14=0/3219, 12-13=0/2744, 11-12=0/1782 WEBS 1-18=0/1110, 2-18=1070/0, 2-17=0/733, 3-17=694/0, 3-16=0/380, 4-16=-353/0, 5-13=318/0, 7-13=0/346, 7-12=654/0, 8-12=0/690, 8-11=1048/0, 9-11=0/1219 PLATES GRIP MT20 244/190 Weight: 102 lb FT = 0% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Refer to girder(s) for truss to truss connections. 3) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 6) CAUTION, Do not erect truss backwards. ♦*.`O %%,,PSjill ' 11A! 111 ri % No 39380 TA E t" i V`•" r C? i�'�ssiO N A� ��`♦♦ Thomas A Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10103a015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall my building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 '(j 6' For 4 x 2 orientation, locate plates 0-'ns' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but 4e�� reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: . ANSI/TPII National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing 8, Bracing of Metal Plate Connected Wood Trusses. 0 af O U a_ O Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 BOTTOM CHORDS 8 7 3 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907,ESR-2362,ESR-1397,ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6;3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved M!Tek� MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rP1 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purrins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.