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Home My WebLink AboutTRUSS 6-8-15F Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. SCANNED ® 'BY MiTek91.,Lwecounv RE:! 29239 - 29239 Lot 5 Queens Isle MiTek USA, Inca Site,Information: 6904 Parke East Blvd. Cu 'tomer Info: Phoenix Realty Homes, Inc. Project Name: Lot 5 Queens Isle Mode(mpa, FL33610 4115 Lo ,Block: Subdivision: Address: Lot 5 City Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M State: oral Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special ing Conditions): In Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Code: N/A Wind Speed: N/A mph Load: N/A psf Floor Load: 65.0 psf Thi ' package includes 6 individual, dated Truss Design Drawings and 0 Additional Drawings. Wit; my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet cor forms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No Seal# Truss Name Date 1 1 IT7404771 IFT01 9/8/015 2 IT7404772 IFT02 9/8/015 3 IT7404773 IFT03 9/8/015 4 IT7404774 IFT04 9/8/015 5 it IT7404775 IFT05 9/8/015 6 it IT7404776 IFT06 9/8/015 The russ drawing(s) referenced above have been prepared by MiTek Indu tries, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Trull Design Engineer's Name: Albani, Thomas My . icense renewal date for the state of Florida is February 28, 2017. 1 IMPORTANT NOTE: Truss Engineer's responsibility is solely for desi � n of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as a propriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suit'bility of truss designs for any particular building is the respi, nsibility of the building designer, not the Truss Engineer, per A,NSI/TPI-1, Chapter 2. ,,%J11urUr11'', .```` BPS A. q '�. ��.��G•EN3�•.:92/. 3 0 O: STATE OF ON unu FL Cert. 6634 September 8,2015 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply 29239 Lot 5 Queens Isle T7404771 29239 FT01 Floor 15 1 ob R,e e e ce o do al Bass coass i toss, ri. tierce, ru 34946 o,,,,..o ...� ".. .,CP ago , ID:Haoxjl7CwhKHPWMFeT7rdQyr UL-gwzgFVhY3jnVh8VnDbS27yO2XAab521182Dw'WiJ8 i 3-0-8 i 1 2-0-0� 1 2-6-8 1 1 2.8-8 i 3- S le = 1:27.7 5x6 = 1x4 II 3x4 = 1x4 II 5x5 = 1 2 3 4 3x4 = 5 8 m O d eb N 12 11 10 9 8 7 2x4 II 4x8 = 1x4 II 1x4 II 4x8 = 2x4 II 3- 7-3-0 9-3.0 5-6-8 15090 3- 6-11.8 2-0-0 B-3.8 -3- Plate 0 sets X Y — 1:0-2-8 0-3-0 6:0-1-8 0-3-0 LOADIN II (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 1 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.09 10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(TL) -0.13 10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) -0.04 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 78 lb FT = 0% LUMBER- BRACING - TOP CH RD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, except BOT CH , RD 2x4 SP No.2 end verticals. WEBS ',I 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 Installationu de REACTI NS. (lb/size) 1=823/0-3-0, 6=823/0-3-0 i FORCE.,(lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CH' RD 1-2=-1301/0, 2-3=-1301/0, 3-4=-1773/0, 4-5=-1184/0, 5-6=-1184/0 BOT CHORD 10-11=011773, 9-10=0/1773, 8-9=0/1773 WEBS I1 1-11=0/1420, 2-11=-398/0, 3-11=-649/0, 6-8=0/1323, 5-8=-349/0, 4-8=-760/0 1) Unba anced floor live loads have been considered for this design. 2) Plate , checked for a plus or minus 0 degree rotation about its center. 3) "Sam -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Reco I mend 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 Oe' tween inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 6) Warn ng: Additional permanent and stability bracing for truss system (not part of this component design) Is always required. 0 11111en►1.,1.# I� E•N& • Q'q �� N16 39380 10 AT SATE ul: `�. FL Cert. 6634 September 8,2015 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 02/162015 BEFORE USE. Design valid for use only with Wek connectors. This design is based only upon parameters shown, and is for an Individual building component. INApplicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is fo Lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek• ere for. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding folor cation, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safe Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29239 Lot 5 Queens Isle T7404772 29239 FT02 Floor 2 1 Job gi2ce (optional �n�a RnTn4 In A„elrioe Inn T„w Can nR •ITd7.5n 9n15 Pane 1 ease i.oasr buss, R. nerca, rLovoy ,.....,..._....._-_._..... _.. ...___...__�..._.__, __ ._. ID:Haoxjl?CwhKHPWMFeT7rdQyn UL-66XCSrhAgOvM'IH4zmJzHYAYCua?YgZ8uNizTEMyfiJ7 i 2-0-0 3.8 Sca 1x4 II 1x4 I 5x5 = 1 5x5 = 2 3 4 8 7 6 3x4 = 5 2x4 II 3x4 = 2x4 II LOADIN (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.03 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DO 1.00 BC 0.31 Vert(TL) -0.05 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 (Matrix-M) Weight: 48 lb FT = 0% LUMBE I- BRACING - TOP CH RD 2x4 SP NO.2 TOP CHORD BOT CH RD 2x4 SP No.2 WEBS '� 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=604/0-3-0, 4=604/0-3-0 FORCES,! (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CH . RD 1-2=-816/0, 2-3=-816/0, 3-4=-816/0 BOTCH D RD 6-7=0/816 WEBS I 1-7=0/857, 4-6=0/857, 2-7=325/0, 3-6=-325/0 Structural wood sheathing directly applied or 5-11-1 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, hecked for a plus or minus 0 degree rotation about its center. 3) "Semi iigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 att IIChad to walls at their outer ends or restrained by other means. 5) Gap b �tween inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Wami .g: Additional permanent and stability bracing for truss system (not part of this component design) is always required. W�'RNINO - Ver11y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 02H572015 BEFORE USE. Desi n valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Apple' ability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the erec lor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabri iollon, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safetl !lnformatlon available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. t Age ��Q.•'�G ENS-. ., �i vo 39380: ATE. �. 44J • o Al =j(/�: N A1— L FL Cert. 6634 :] September 8,2015 MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29239 Lot 5 Queens Isle T7404773 29239 i FT03 Floor 10 1 Job Reference factional russ, rs. fierce, rL d9e40 r ID: Haoxjl?CwhKHP WMFeThdOyn_U L�15afBiobK1 DwRf9KOU W4NSId_EQZxE1 cM i1 noyfiJ6 1,, I 2i GO i 2-5-8 i2-0-0� 2-5-8� �x6 = 1x4 II 3x6 = 1x4 II 5x8 = 3x4 = 1x4 II 3x6 = 1 2 3 4 5 6 7 8 i p 19 18 17 16 15 14 13 2 i4 II 3x12 = 3x8 = 1x4 I 3x10 M18SHS = 3x8 = i it 1x4 II I 0 3- -5-0 3.5-0 246-8 0.3. 1 11-1-8 2-0.0 11-1-8 Plate Offs is (X Y)-- f1:0-2-8 0-3-01 15:0-2-12 0-3-01 110:0-2-8 0-3-01 LOADING psq SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 0.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.38 15-16 >752 360 TCDL 5.0 Lumber DOL 1.00 BC 0.66 Vert(TL) -0.74 15-16 >388 240 BCLL 10.0 Rep Stress Incr YES WB 0.74 Horz(TL) -0.18 10 n/a n/a BCDL 0.0 Code FBC2014/TP12007 (Matrix-M) LUMBER- II BRACING - TOP Cl O D 2x4 SP No.2 TOP CHORD BOT CH07 2x4 SP 285OF 1.8E WEBS 2x4 SP No.3 *Except* BOT CHORD 1-18,3-18,3-17,5-17,10-12,8-12,8-13,6-13: 2x4 SP No.2 REACTION. (lb/size) 1=1557/0-3-0, 10=1557/0-3-0 FORCES. Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHOR 1-2=-227610, 2-3=-2276/0, 34=4869/0, 4-5=-4869/0, 5-6=-5382/0, 6-7=-4885/0, II 7-8=488510, 8-9=-2275/0, 9-10=2275/0 BOT CHOR 17-18=0/3814, 16-17=0/5364, 15-16=0/5382, 14-15=0/5382, 13-14=0/5382, 12-13=0/3812 WEBS l 5-16=-136/253,1-18=0/2614,2-18=-301/0,3-18=-1831/0, 3-17=0/1 256, 4-17=-302/25, 5-17=-958/0, 10-12=0/2613, 9-12=-30310, 8-12=-1830/0, 8-13=0/1277, 7-13=-335/0, 6-13=-961/0 Ile = 1:43.9 1x4 II 6x6 = 9 10 12 11 3x12 = 2x4 II PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 124 Ib FT = 0% Structural wood sheathing directly applied or 2-1-15 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- 'I 1) Unbalanc Id floor live loads have been considered for this design. 2) All plates Ore MT20 plates unless otherwise indicated. 3) Plates ch 'cked for a plus or minus 0 degree rotation about its center. 4) "Semi-rigi pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recomm nd 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. 6) Gap betty 'en inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) Waning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. iL WARNIN . - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,711.7473 rev. 021152015 BEFORE USE, Design vall 'for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicabili of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responslbillity of the erector. A aitional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safe fy Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. FL Cert. 6634 �] September 8,2015 MiTek' 5904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply 29239 Lot 5 Queens Isle T7404774 29239 FT04 Floor 2 1 Job Reference (optional Coil 1vd. Truss, rr. nercn, rt..>gsvo r.—srimco<v,e nui on niuusuios, mom. I—avp vu ,c.-r,.�,--raao, ID: Haoxjl7CwhKHP WMFeT7rdQyr_UL-c15afBiobK1 DwRf9K0U W4N5la_D4ZtH 1 cMil noyfiJ6 0-II8 2-11-8 i, 2-11-8 r 2.0-0 i i 2-5.8 , 2-6-0 0 c le = 1:36.1 3x4 = 54 = 1x4 II 3x4 = 3x4 = U4 II 3x4 = 1x4 II 6x8 = I�11 2 3 4 5 B 7 8 9 m Jm 0 d N I 17 16 15 14 13 12 11 10 x4 I 5x8 = Us WB = 1x4 I 3x8 = 4x12 = 2x4 II it II 1xa II J 0 3 1 7-1-0 s- -o a -6 z 6 0 0-3- 6-9-8 2-a0 11-1-8 0-3- Plate Offs is X Y — 1:0-2-8 0-3-0 9:0-3-8 0-3-0 LOADING psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 0.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.23 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.44 12-13 >538 240 BCLL I.0.0 Rep Stress ]nor YES WB 0.99 Horz(TL) -0.10 9 n/a n/a BCDL "0.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 103 lb FT = 0% LUMBER- I1 BRACING - TOP CHO D 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins, except BOT CHO D 2x4 SP No.1 'Except` end verticals. 10-15: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* FRITek recommends that Stabilizers and required cross bracing 1-16,3-16: 2x4 SP No.2 I be Installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation aulde. REACTION,,. (lb/size) 1=1276/0-3-0, 9=1276/0-3-0 FORCES. I Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHOR 1-2=-2026/0, 2-3=-2026/0, 3-4=-3433/0, 4-5=-3604/0, 5-6=-3604/0, 6-7=-3604/0, 7-8=-1816/0, 8-9=-1816/0 BOT CHOR 15-16=0/3433, 14-15=0/3433, 13-14=0/3433, 12-13=0/3433, 11-12=0/2923 WEBS 3-14=01351, 4-13=-279/17, 1-16=0/2224, 2-16=-376/0, 3-16=1612/0, 9-11=012080, 8-11=-309/0, 7-11=-1318/0, 7-12=0/810, 5-12=-400/0, 4-12=-299/460 NOTES- 1) UnbaI no tl floor live loads have been considered for this design. ►i �� <<//� 2) Plates ch 3) "Semi-rigi eked for a plus or minus 0 degree rotation about Its center. ,��►► including heels" Member fixity used in the analysis and design of this truss. pitchbreaks end model was hd Strongbacks to •"' e �j 4) Recomm be attach�{{''d' 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. 0`"` .• to walls at their outer ends or restrained by other means. �\ Ci E N S'�•.�j� �i 5) Gap betw$en `�� .• inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ., -- ••,:, -3 6) Warning: AAAAlldditional permanent and stability bracing for truss system (not part of this component design) is always required. v`v_ 938 0 fir .`. rTE :•mow FL Cert. 6634 September 8,2015 I ® WARNIN II -Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 02116/2015 BEFORE USE. ■ Design vali Ifor use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component. �' Appllcabili lot design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral uppart of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek' erector. A ditlonal permanent bracing of the overall structure is the responsiblRy of the building designer. For general guidance regarding fabrication, " uality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infor tlon available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 29239 Lot 5 Queens Isle li T7404775 29239 FT05 Floor 17 1 Job efere ce o t'ona .as, Boa c, truss, rr. tierce, ,..,,,� ,.� ..��,,, ,,,,,,,,, ,, ......,,,.,., ,.. .._"_...., ID:Haoxjl?CwhKHPWMFeT7r li;n UL-4VfytXjQMe94YbEMuk?ldbeRENbrIOsBgOSaJFyFJ5 i 3-8 I II 4-9-B i 2-0-0 n � Scale = 1:23.2 it I 1x4 II 1x4 II 8x8 = I,I 1 ex8 = 2 3 4 1B 12x4 11 7 6 3x8 = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.09 7-8 >999 360 TCDL 15.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.15 7-8 >995 240 BCLL�Ilijlo.-00 Rep Stress Incr YES WB 0.71 Horz(TL) -0.04 4 n/a n/a BCDL o Code FBC2014frPI2007 (Matrix-M) LUMBER- Ii BRACING - TOP C;I I�IID 2x4 SP No.2 TOP CHORD BOT CHOR b 2x4 SP No.2 WEBS Il 2x4 SP No.3 BOT CHORD REACTIO S. (lb/size) 1=810/0-3-0, 4=810/0-3-0 FORCES. 1(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 1-2=1521/0, 2-3=-1521/0, 3-4=-1521/0 BOT CHO D 6-7=0/1521 WEBS 11 1-7=0/1498, 4-6=0/1498, 2-7=-413/0, 3-6=-413/0 5 2x4 I I PLATES GRIP MT20 2441190 Weight: 62 lb FT = 0% Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide NOTES' 1) Unbalan ed floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) "Semi -rig d pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recomm Ind 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 attach d to walls at their outer ends or restrained by other means. 5) Gap at Ban inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Warning: additional permanent and stability bracing for truss system (not part of this component design) is always required. WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED 1NITEK REFERANCE PAGE 11111.7473 rev. 02f16/2015 BEFORE USE. Design vall for use only with Walkconnectors. This design is based only upon parameters shown, and is for an Individual building component. Applicabili' of deslgn parameters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Is for laterot�d�,, pport of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibilllty, of the erector. Ational permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabricatlo 'ality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Inloratlon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. I� * m0 393380 -- - r ,_• AT E . . FL Cert. 6634 :] September 8,2015 MTek' 69D4 Parke East Blvd. Tampa, FL 33610 Job* Truss Truss Type Qty Ply 29239 Lot 5 Queens Isle moans 29239 FT06 Floor 8 1 Job Reference (optional Casi poas Iruss, ri. merge, FL 34946 ago, I D: Haoxjl7CwhKH P WMFeT7rdQyr_UL-4VfytXjQMe94YbEMuk7ldbeZVNbjIOxBgOSaJFyfiJ5 0- 8 i i 2.8.8 i i 2.0.0 i 3- I� S ale = 1:26.5 II it 5x6 = 1x4 II 3x4 = 3x4 =1x4 II 5x6 = I1 2 3 43x4 = 5 6 7 I, m o 0 Ob N jj14 13 12 11 10 9 8 2x4 II 48 = 3x4 = 1x4 II 1x4 II 4x8 = 2x4 II it it 3• I 6-7-0 8- -0 14-0-8 1 2 -3- 6.3-8 2-0.0 6.3-8 3- Plate Offs is X Y - 1:0-2-8 0-3-0 7:0-2-8 0-3-0 LOADING Ipsf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 0.0 Plate Grip DOL 1.00 TC 0.27 Vert(LL) -0.07 10-11 >999 360 MT20 244/190 TCDL 5.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.13 10-11 >999 240 BCLL 110.0 Rep Stress Incr YES WB 0.71 Horz(TL) -0.04 7 n/a n/a BCDL i0.0 Code FBC2014ITP12007 (Matrix-M) Weight: 75 lb FT = 0% LUMBER- ICI BRACING - TOP CHO D 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins, except BOT CHO D 2x4 SP No.2 end verticals. WEBS I 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 de REACTION (lb/size) 1=929/0-3-0, 7=929/0-3-0 FORCES. Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHOR . 1-2=1332/0, 2-3=-133210, 3-4=-1912/0, 4-5=1332/0, 5-6=-1332/0, 6-7=-1332/0 BOT CHOR 12-13=0/1912, 11-12=0/1912, 10-11=0/1912, 9-10=0/1912 WEBS t 1-13=0/1489, 2-13=-385/0, 3-13=-761/0, 7-9=0/1489, 6-9=-385/0, 4-9=-761/0 NOTES- 1) Unbalanc d floor live loads have been considered for this design. 2) Plates ch eked for a plus or minus 0 degree rotation about its center. 3) "Semi-rigi pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 attach;d 5) Gap betty to walls at their outer ends or restrained by other means. A. en inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. - p P �� 6 Warning: 9 Additional permanent and stability bracing for truss system not art of this component design) Is always required. P Y 9 Y ( P P 9) Y g `� �O •. • G ENS*-. M 30 9380- -* :�. FATE .� . O 1 � II it FL Cert. 6634 I� September 8,2015 ® WARNIN i Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 ray. 02/16/2015 BEFORE USE. Design valid for use only vvith Mtfek connectors. This design is based only upon parameters shown, and is for an individual building component. �' Applicabili of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral upporf of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiT®k• erector, Ad itional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, , uolity control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infor aflon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols Numbering System General Safety dates PLATE LOCATION AND ORIENTATION s " Center plate on joint unless x, y /4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. 1 rr �' /16 c1-2 c2a 2. Truss bracing must be designed by an engineer. For WEBS 04 34 C1 b 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 0- �° u U stack materials on inadequately braced trusses. CL 01 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c7.8 c6-7 c5-6 0 designer, erection supervisor, property owner and plates 0-'nd' from outside - BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MTek 20/20 software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. ICC-ES Reports: The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 X 4 ESR-131 1, ESR-1352, ESR 1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or by text in the bracing section of the 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design_ if indicated. 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but C 2012 MTTekC All Rights Reserved 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. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �� rFp 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone _ — _ DSB-89: _ Des_ign_SJandard-for_Bracin .—_— __ _ — — — -- — -- --�e ' —-- ui ding Component Safety Information, M TAft N A, 20. Design assumes manufacture in accordance with r. Guide to Good Practice for Handling,ANSI/TPI 1 QualityCriteria. Installing & Bracing of Metal Plate Connected Wood Trusses. M7ek Engineering Reference Sheet: Mll-7473 rev. 02/16/2015