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1186 Stocks St RES19-0237 Revisions Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN (- •:... City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 6-11 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: U Revision to Issued Permit OR Corrections to Comments Red Date: fContProject Address: i i ni £ IIC1Z Si- Contractor/Contact ractor/Contact Name: 2- ` 16t- 4,0 k Contact Phone: '2..4-- 14(.2-3 Email: S 4.% Ps,() /'lelittj /owe! ..6.40, Description of Proposed Revision/Corrections: UPAA fed -r('hc-c f eir,' 1 A -nig Bllllt I S • /4(4,,, affirm the revision/correction to comments is incliCitYcifilie proposed changes. (printed name) • WyN proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • Wi proposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: _ _ / (Office Use Only) L�1 Approved ❑ Denied E Not Applicable to Department Permit Fee Due(5-0,5-O, C ot Revision/Plan Review Comments 60,1,/ac 71- /G p/ cic - 1/41-) •No b Calor logy RPV 1-P Gv 7 .e.e , De artment Review Required: Building -P anning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 hil-- • Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek„ REVISION RE: E0506 - Stock St. Townhomes Dr# RA=S/g"0 2 DATE i( / 21 / MiTek USA, Inc. Site Information: SIGNED 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Walk In Project Name: . Model: Single family Lot/Block: . Subdivision: . OFFICE COPY Address: Stocks St., Block 198 City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Floyd Simpson License #: 50791 Address: 11481 St. Augustine Rd , #202 City: Jacksonville State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 33 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date �"—OPO�WINOnEWDis 1 717989273 A01 8/29/19 23 717989295 F01 8/29/ ,ON Rev ew of sho el�IQN 2 717989274 A02 8/29/19 24 717989296 F02 8/29/ dei coke p drawn s s onl for conformance with 3 T17989275 A03 8/29/19 25 T17989297 F03 8/29/ 0 pt of the project and does not relieve the conhactor 4 T17989276 A04 8/29/19 26 T17989298 F04 8/29/ Ponaitniity for any d wahon from the not r emanta of the shop 5 T17989277 A05 8/29/19 27 T17989299 F05 8/29 1.Contractor ads: ll determn�e and early 6 T17989278 A06 8/29/19 28 T17989300 F06 8/29//��99_ N all held maeturementa, 7 T17989279 A07 8/29/19 29 T17989301 F07 8/29F4�PPROVEO 8 T17989280 B02 8/29/19 30 T17989302 FT08 8/29/19 0 RETURNED FOR CORRECTION 9 T17989281 B03 8/29/19 31 T17989303 HJO1 8/2 gqPP:Easivr_n_mi.S NOTED10 T17989282 B04 8/29/19 32 T17989304 HJO2 8/29 9 []RETURN�p WITHOUT ACTION 11 T17989283 B05 8/29/19 33 T17989305 HJO3 8/2�aOTPRO p12 T17989284 B08 8/29/19 ❑SEETRANSMI A LET' if 13 T17989285 B09 8/29/19COMMENTS14 T17989286 CJO1 8/29/19 15 T17989287 CJO2 8/29/19 BY- -16 T17989288 CJO3 8/29/19SBEI16 �rR17 T17989289 CJO4 8/29/19 - -- - 18 T17989290 CJO5 8/29/19 114111ST.AUGUSTINE 19 T17989291 EJ01 8/29/19 JACESO1Aqui.R 20 T17989292 EJ02 8/29/19 21 T17989293 EJ04 8/29/19 22 T17989294 EJ06 8/29/19 The truss drawing(s) referenced above have been prepared by x.00 0P: A ••A< ,,,i MiTek USA, Inc. under my direct supervision based on the parameters .`,sse0 r E� �e9,L�,,, provided by Gleckler and Sons Building Supplies. Truss Design Engineer's Name: Albani, Thomas =• r 9380 My license renewal date for the state of Florida is February 28, 2021. = * = IMPORTANT NOTE:The seal on these truss component designs is a certification O STAL E OF :X14/: that the engineer named is licensed in the jurisdiction(s)identified and that the i_�,(\•'••x`4 O P••'\�`�� designs comply with ANSIITPI 1. These designs are based upon parameters •i,F • O R 1 G. `� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were _i SS'/........ ' "'''.0 �‘‘ given to MiTek or TRENCO. Any project specific information included is for MiTek's or /;;/0 N At,,`•`‘ TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the Thomas A.Albani PE No.39380 applicability of the design parameters or the designs for any particular building. Before use, MiTek USA,Inc.FL Cert 6634 the building designer should verify applicability of design parameters and properly 6904 Parke East Blvd,Tampa FL 33610 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Date' August 29,2019 Albani, Thomas 1 of I 1 'N Job Truss Truss Type a Qty Ply Stock St.Townhomes • T17989273 E0506 A01 Common 8 1 Job Reference(optional) Gtpckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print 8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:26 Page:1 ID:JLo4Dy2mxHcdOHRRgCgeDzzGe_X-j3N4CpchifuuojE29CeOdUb7rDTCbfhyl S7eT1yjGCC 19 -1-4-0 I 5-0-14 5-0-14 I 4-5-2 9-6-0 I 14-5'22 I 5-0 14-0 I 1-4 0 1 -4-0 4x6= 12 5 I- 4 2X4 II ;, 17 16 2x4 II 3 5 F? r a e 16 19 2 6 ri'— 1 CI 1 7 .4 e �� 3x4= 3x4= 5x6= 354= 5-2-10 I 13-11-2 I 19-0-0 5-0-14 8-8-7 Scale=1:41.9 Plate Offsets(X,Y): [9:0-3-0,0-3-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.15 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.31 8-9 >731 180 BCLL 0.0' Rep Stress lncr YES WB 0.24 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:86 lb FT=20% LUMBER 5) 'This truss has been designed for a live load of 20.0psf TOP CHORD 2x4 SP No.2 on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SP No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 SP No.3 chord and any other members. BRACING 6) All bearings are assumed to be SP No.2 crushing TOP CHORD Structural wood sheathing directly applied or capacity of 565 psi. 4-9-14 oc puriins. 7) Provide mechanical connection(by others)of truss to BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bearing plate capable of withstanding 184 lb uplift at bracing. joint 2 and 184 lb uplift at joint 6. REACTIONS (lb/size) 2=775/0-3-8,6=775/0-3-8 LOAD CASE(S) Standard Max Horiz 2=-75(LC 13) Max Uplift 2=-184(LC 12),6=-184(LC 13) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28,2-16=-1426/260,3-16=-1384/270, 3-17=-1414/321,4-17=-1365/333, 4-18=-1388/345,5-18=-1436/333, 5-19=-1388/268,6-19=-1430/258,6-7=0/28 BOT CHORD 2-9=-249/1277,8-9=-116/816,6-8=-195/1281 WEBS 3-9=-259/184,5-8=-264/189,4-9=-166/622, 4-8=-178/641 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10;VuIt=130mph(3-second gust) Vasd=101mph;TCDL=4.Opsf;BCDL=5.0psf;h=25ft; Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) exterior zone and C-C Exterior(2)-1-4-0 to 1-8-0, Interior(1)1-8-0 to 9-6-0,Exterior(2)9-6-0 to 12-6-0, Interior(1)12-6-0 to 20-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 5 degree rotation Thomas A.Albani PE No.39380 about its center. 4) This truss has been designed for a 10.0 psf bottom MiTek USA,Inc.FL Cert 6634 chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd.Tampa FL 33610 Date: August 29,2019 MMMIN A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/73/2015 BEFORE USE. mit Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,seeANSVlpll Quality CAtilo,DSB49 and BCSI Bolding Component 6904 Parke East Blvd. i Safety kna donlbtavallable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type a .a Qty Ply Stock St.Townhomes • T17989274 E0506 A02 Roof Special 6 1 Job Reference(optional) Gieckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:28 Page:1 I D:J Lo4Dy2mxHcdOH R RgcgeDzzGe_X-8e2CgdZ?aGTf BzdgLCjF7CZ?RTEoueOjOM 144ypGC9 -1-4-0 I 7-6-4 I 1-11-112 I 4-179-9 I 19-0-0 5-4-7 12-400 I 1-4-0 5x6 it 2x4 It 4 — — 2x4 rr lb5f 16In5 Tar4 ,igiai �� 19 2 iiiiiiiii6 e ma 1 I' MI 5X8= �- .14 9 _I 3 :4 — 12 3x4 a 5x6= 3x6= 7-8-0 13-2-4 7-8-0 I 5-6-4 I 18-8-8 6 4 10 d.Q3 I Scale=1:44.2 Plate Offsets(X,Y): [2:0-3-0,0-1-8],[6:0-2-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.18 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.34 8-9 >675 180 BCLL 0.0* Rep Stress lncr YES WB 0.74 Horz(CT) 0.15 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:82 lb FT=20% LUMBER 5) 'This truss has been designed for a live load of 20.0psf TOP CHORD 2x4 SP No.2 on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SP No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 SP No.3 chord and any other members. BRACING 6) All bearings are assumed to be SP No.2 crushing TOP CHORD Structural wood sheathing directly applied or capacity of 565 psi. 3-1-13 oc purlins. 7) Bearing at joint(s)6 considers parallel to grain value BOT CHORD Rigid ceiling directly applied or 8-7-12 oc using ANSI/TPI 1 angle to grain formula. Building bracing. designer should verify capacity of bearing surface. REACTIONS (lb/size) 2=775/0-3-8,6=775/0-3-8 8) Provide mechanical connection(by others)of truss to Max Horiz 2=-75(LC 13) bearing plate capable of withstanding 184 lb uplift at Max Uplift 2=-184(LC 12),6=-184(LC 13) joint 2 and 184 lb uplift at joint 6. FORCES (Ib)-Maximum Compression/Maximum LOAD CASE(S) Standard Tension TOP CHORD 1-2=0/28,2-16=-1223/245,16-17=-1177/253, 3-17=-1109/264,3-4=-1218/336, 4-18=-2738/544,5-18=-2769/534, 5-19=-2846/551,6-19=-2893/540,6-7=0/28 BOT CHORD 2-9=-203/1087,8-9=-129/970,6-8=-468/2715 WEBS 3-9=-381/234,4-9=-175/413,4-8=-334/1950, 5-8=-200/157 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; Cat.II;Exp B;End.,GCpi=0.18;MWFRS(envelope) exterior zone and C-C Exterior(2)-1-4-0 to 1-8-0, Interior(1)1-8-0 to 9-6-0,Exterior(2)9-6-0 to 12-6-0, Interior(1)12-6-0 to 20-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 5 degree rotation Thomas A.Albani PE No.39380 about its center. 4) This truss has been designed for a 10.0 psf bottom MiTek USA,Inc.FL Cert 6634 chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd.Tampa FL 33610 Date: August 29,2019 I a A WARNING-Vertfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,seeANSI/IPI1 Qualify Cdfeda.DSR- 9 and SCSI Building Component 6904 Parke East Blvd. Safety Infonna$onovoiloble from Truss Rate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss 'Truss Type r, ` Qty Ply Stock St.Townhomes • T17989275 E0506 A03 Hip 1 1 Job Reference(optional) Glockler and Sons Building Supplies.Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:29 Page:1 ID:um6xbwOteMD2Xgis84GxbLzGe_a-cgca2 BgBmtOJH KYpO2jyoKljirp8X0?Yx45rcW yjGCB 8-10-14 Q10-0-0 7-5-12 9 0 -0-0 1-4-0 I 75-12 I 0-7-2 I 3-2-0 I 5 10-0 I 1-4-0 1-5-2 1 -0-0 4x6= 5x6= 2x4 4 5 — 3:rt: =; 4x6, 5" 6 1 20 ,e z1 T — �l 2 -� 9 7 :: ,0 5x6= �: 6 ,1 3x10= 3x4 e. 5x6= 3x6 J4 ___I3 12 9-10-4 13- 18-8-8 7-7-8 I 2-2-12 I 3 32120 I 5-6-8 0-3 Scale=1:46.9 Plate Offsets(X,Y): [2:0-3-0,0-1-8],[4:0-3-0,0-2-4],[7:0-2-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) 1/dell L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.17 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.31 9 >740 180 BCLL 0.0* Rep Stress!nor YES WB 0.54 Horz(CT) 0.15 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:89 lb FT=20% LUMBER 4) Plates checked for a plus or minus 5 degree rotation TOP CHORD 2x4 SP No.2 about its center. BOT CHORD 2x4 SP No.2 5) This truss has been designed for a 10.0 psf bottom WEBS 2x4 SP No.3 chord live load nonconcurrent with any other live loads. BRACING 6) *This truss has been designed for a live load of 20.Opsf TOP CHORD Structural wood sheathing directly applied or on the bottom chord in all areas where a rectangle 3-0-12 oc purlins,except 3-06-00 tall by 2-00-00 wide will fit between the bottom 2-0-0 oc purlins(5-9-6 max.):4-5. chord and any other members. BOT CHORD Rigid ceiling directly applied or 8-2-5 oc 7) All bearings are assumed to be SP No.2 crushing bracing. capacity of 565 psi. REACTIONS (lb/size) 2=775/0-3-8,7=775/0-3-8 8) Bearing at joint(s)7 considers parallel to grain value (LC 12) using ANSI/TPI 1 angle to grain formula. Building Max Horiz 2=72 Max Uplift 2=-180(LC 12),7=-180(LC 13) designer should verify capacity of bearing surface. 9) Provide mechanical connection(by others)of truss to FORCES (Ib)-Maximum Compression/Maximum bearing plate capable of withstanding 180 lb uplift at Tension joint 2 and 180 lb uplift at joint 7. TOP CHORD 1-2=0/28,2-18=-1228/282,18-19=-1184/291, 10)Graphical purlin representation does not depict the size 3-19=-1157/301,3-4=-1252/393, or the orientation of the purlin along the top and/or 4-5=-1031/288,5-6=-1129/288, bottom chord. 6-20=-2760/609,20-21=-2824/602, LOAD CASE(S) Standard 7-21=-2833/595,7-8=0/28 BOT CHORD 2-11=-196/1093,10-11=-125/980, 9-10=-513/2649,7-9=-518/2655 WEBS 3-11=-441/264,5-10=-38/236, 6-9=-207/1342,4-11=-220/420, 4-10=-80/317,6-10=-1784/414 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; Cat.II;Exp B;End.,GCpi=0.18;MWFRS(envelope) exterior zone and C-C Exterior(2)-1-4-0 to 1-8-0, Interior(1)1-8-0 to 9-0-0,Exterior(2)9-0-0 to 14-2-15, Interior(1)14-2-15 to 20-4-0 zone;cantilever left and Thomas A.Albani PE No-39380 right exposed;end vertical left and right exposed;C-C MiTek USA,Inc.FL Cert 6634 for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 6904 Parke East Blvd.Tampa FL 33610 3) Provide adequate drainage to prevent water ponding. Date: August 29,201 9 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/1015 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 11111. 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,seeANS1/TPI1 Quality Creon°,DSII-119 and SCSI Bolding Component 6904 Parke East Blvd. Safely Infmmationavailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 1.. Qty Ply Stock St.Townhomes T17989276 E0506 A04 Hip 1 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:29 Page:1 ID:7V9LU?7XW 7Mm7CubATx2TEzGe_R-cgca2BgBmtOJHKYPO2jyoKliArpAXOUYx45rcW yjGC8 1-4-02-0-0 7-0-0 I 15-0-0 I 11324 I 5-10 0 I 1-4-0 4x6 408= 406= 3 20 21 4 ISZI fl 5 12 nil 5 19 !� 22 �� 23 o o_ 2 18 6 b d'— 0:41 1 3 3x10 s �� r, 1 10— 12 3x4 15x8- 3x6..: 2x4n I 7 3x6= I 13- -0 I 7-1-12 7-1-12 0-5-1 4-212 I 1-3-12 I 15-6-e 1otQ0 39 Scale=1:44.2 Plate Offsets(X,Y): [2:0-3-0,0-1-8],[3:0-5-4,0-2-0],[6:0-2-8,Edge],[10:0-3-0,0-0-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) 1/deft Lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.15 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.28 8 >803 180 BCLL 0.0* Rep Stress Incr YES WB 0.51 Horz(CT) 0.14 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:80 lb FT=20% LUMBER 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) TOP CHORD 2x4 SP No.2 Vasd=101mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; BOT CHORD 2x4 SP No.2 Cat.II;Exp B;End.,GCpi=0.18;MWFRS(envelope) WEBS 2x4 SP No.3 exterior zone and C-C Exterior(2)-1-4-0 to 1-8-0, BRACING Interior(1)1-8-0 to 7-0-0,Exterior(2)7-0-0 to 11-2-15, TOP CHORD Structural wood sheathing directly applied or Interior(1)11-2-15 to 12-0-0,Exterior(2)12-0-0 to 3-1-0 oc purlins,except 16-2-15,Interior(1)16-2-15 to 20-4-0 zone;cantilever 2-0-0 oc purlins(4-4-7 max.):3-4. left and right exposed;end vertical left and right BOT CHORD Rigid ceiling directly applied or 7-7-5 oc exposed;C-C for members and forces&MWFRS for bracing. reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 REACTIONS (lb/size) 2=775/0-3-8,6=775/0-3-8 3) Provide adequate drainage to prevent water ponding. Max Horiz 2=-58(LC 13) 4) Plates checked for a plus or minus 5 degree rotation Max Uplift 2=-163(LC 12),6=-163(LC 13) about its center. FORCES (Ib)-Maximum Compression/Maximum 5) This truss has been designed for a 10.0 psf bottom Tension chord live load nonconcurrent with any other live loads. TOP CHORD 1-2=0/28,2-18=-1219/304,18-19=-1189/308, 6) *This truss has been designed for a live load of 20.0psf 3-19=-1172/322,3-20=-1620/434, on the bottom chord in all areas where a rectangle 20-21=-1620/434,4-21=-1620/434, 3-06-00 tall by 2-00-00 wide will fit between the bottom 4-5=-1716/458,5-22=-2781/695, chord and any other members. 22-23=-2824/685,6-23=-2833/681,6-7=0/28 7) All bearings are assumed to be SP No.2 crushing BOT CHORD 2-11=-206/1081,10-11=-202/1076, capacity of 565 psi. 9-10=-210/1110,8-9=-591/2650, 8) Bearing at joint(s)6 considers parallel to grain value 6-8=-595/2655 using ANSI/TPI 1 angle to grain formula. Building WEBS 4-9=-97/481,5-8=-269/1345,5-9=-1440/393, designer should verify capacity of bearing surface. 3-11=-95/91,3-9=-142/641 9) Provide mechanical connection(by others)of truss to NOTES bearing plate capable of withstanding 163 lb uplift at 1) Unbalanced roof live loads have been considered for joint 2 and 163 lb uplift at joint 6. this design. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 29,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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.seeANSI/1PI1 Quality Cdtsua,DS6a9 and ICSI Belding Component 6904 Parke East Blvd. Safety Y formatlonovailoble from Truss Rate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type c_ _,.e Qty Ply Stock St.Townhomes T17989277 E0506 A05 Roof Special Girder 1 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville.FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:30 Page:1 ID:JLo4Dy2mxHcdOHRRgCgeDzzGe_X-40AzFW 9gXBXAvU7?xmEBKYIsHE9W Gn5hAkrP8zyjGC7 1-4-020-44 I I 5-0-0 I 2-5-12 I I 4 10 4 /0-10.0/ 5-10 0 1-4-0 "Special"indicates special hanger(s)or other connection device(s)required at location(s) shown.The design/selection of such special connection device(s)is the responsibility of others.This applies to all applicable truss designs in this job. MT2OHS 10x14 It Special NAILED 5x8= 4x8= 5x6= 6 12 3 18 4 5 0 51— . — — j71 116. /` 3x4, m 2 ,I 10 9 7 e —ielliallal t I y 1 iii' 6 C _I 3 3x6 c -� Ci 12 19 20 11 12 4x6= 2x4 ii 6x8= 3x10, Special NAILED HTU26 QI0 7-7-8 12-2-4 13-2-0 5-1-12 I 2-5-2 I 46-12 /0-11-121 5-6-8 1 39 Scale=1:44.1 Plate Offsets(X,Y): [3:0-5-4,0-2-0],[6:0-8-13,Edge],[7:0-3-8,0-1-8],[11:0-5-4,0-3-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.32 10-11 >715 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.58 10-11 >390 180 MT2OHS 187/143 BCLL 0.0' Rep Stress Incr NO WB 0.81 Horz(CT) 0.23 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:99 lb FT=20% LUMBER 5) Plates checked for a plus or minus 5 degree rotation Uniform Loads(Ib/ft) TOP CHORD 2x4 SP No.2*Except*3-5:2x4 SP DSS about its center. Vert:1-3=-54,3-5=-54,5-6=-54,6-8=-54,2-11=-20, BOT CHORD 2x6 SP DSS*Except*2-11:2x6 SP No.2 6) This truss has been designed for a 10.0 psf bottom 9-11=-20,9-15=-20 WEBS 2x4 SP No.3*Except*9-6,10-5:2x4 SP No.2 chord live load nonconcurrent with any other live loads. Concentrated Loads(Ib) BRACING 7) *This truss has been designed for a live load of 20.0psf Vert:3=-61 (B),12=-193(B),18=-59(B),19=-40(B), TOP CHORD Structural wood sheathing directly applied or on the bottom chord in all areas where a rectangle 20=-676(B) 2-2-6 oc purlins,except 3-06-00 tall by 2-00-00 wide will fit between the bottom 2-0-0 oc purlins(2-8-12 max.):3-5. chord and any other members. BOT CHORD Rigid ceiling directly applied or 7-3-0 oc 8) Bearings are assumed to be:Joint 2 SP No.2 crushing bracing. capacity of 565 psi,Joint 7 SP DSS crushing capacity of REACTIONS (lb/size) 2=1447/0-3-8,7=1138/0-3-8 660 psi. Max Horiz 2=50(LC 12) 9) Bearing at joint(s)7 considers parallel to grain value Max Uplift 2=-409(LC 8),7=-273(LC 9) using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. FORCES (Ib)-Maximum Compression/Maximum 10)Provide mechanical connection(by others)of truss to Tension bearing plate capable of withstanding 409 lb uplift at TOP CHORD 1-2=0/29,2-3=-3155/859,3-18=-3687/1024, joint 2 and 273 lb uplift at joint 7. 4-18=-3687/1024,4-5=-5276/1307, 11)Graphical puffin representation does not depict the size 5-6=-4952/1173,6-7=-5025/1171,7-8=0/29 or the orientation of the puffin along the top and/or BOT CHORD 2-12=-768/2880,12-19=-769/2907, bottom chord. 19-20=-769/2907,11-20=-769/2907, 12)Use Simpson Strong-Tie HTU26(20-10d Girder, 10-11=-984/3724,9-10=-1368/5727, 11-l0dxl 1/2 Truss,Single Ply Girder)or equivalent at 7-9=-1063/4761 7-3-4 from the left end to connect truss(es)to back face WEBS 3-12=-27/391,3-11=-286/989, of bottom chord. 4-11=-620/222,5-9=-1184/351, 13)Fill all nail holes where hanger is in contact with lumber. 6-9=-856/3586,5-10=-1239/303, 14)"NAILED"indicates Girder:3-10d(0.148"x 3") toe-nails 4-10=-304/1662 per NDS guidelines. NOTES 15)Hanger(s)or other connection device(s)shall be 1) Unbalanced roof live loads have been considered for provided sufficient to support concentrated load(s)158 this design. lb down and 120 lb up at 5-0-0 on top chord,and 193 lb 2) Wind:ASCE 7-10;Vult=l30mph(3-second gust) down and 55 lb up at 5-0-0 on bottom chord. The Vasd=101 mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; design/selection of such connection device(s)is the Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) responsibility of others. exterior zone;cantilever left and right exposed;end 16)In the LOAD CASE(S)section,loads applied to the face vertical left and right exposed;Lumber DOL=1.60 plate of the truss are noted as front(F)or back(B). Thomas A.Albani PE No.39380 grip DOL=1.60 LOAD CASE(S) Standard MiTek USA,Inc.FL Cert6634 3) Provide adequate drainage to prevent water ponding. 1) Dead+Roof Live(balanced):Lumber Increase=1.25, 6904 Parke East Blvd.Tampa FL 33610 4) All plates are MT20 plates unless otherwise indicated. Plate Increase=1.25 Date: August 29,2019 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN31/IPI1 Qualify aikido,D5849 and ICSI Building Component 6904 Parke East Blvd. Safety Infonnallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312-Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 6. - w Qty Ply Stock St.Townhomes - T17989278 E0506 A06 Hip Girder 1 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 Mitek Industries,Inc.Wed Aug 28 16:30:30 Page:1 ID:OaYZOa?Ft25Bwg8gbMli37zGe_b-40AzFW ggXBXAvU7?xmEBKYInCED6GtW hAkrP8zyjGC7 8-10-155110-0-0 18-7-6 I 7-0-3 1 4 0 1 4-4-14 4-4-14 I 8-3-7-6 4 9 y I 17-0-3 I 0?4 1-4-0 0- -1 0-10-11 1-0-0 1-7-3 5x6= 5x6= 2x48 5 _ 5 6 4 r. Iir 3x4 c J. 3 21 A 22 �� 23 a 20 7 2 u�= = 8 Ii}-1,2 _ 13 11 3x4= 5x6= 3x4= 4x6= 2x4 rr 5x12= 6-5-8 8-2-0 9-10-4 1 4-4-14 I 3-9-2 I I 1-4-12 I 77-0-5 I 1111-13 0-3-8 Scale=1:53 Plate Offsets(X,Y): [5:0-3-0,0-2-4],[6:0-4-0,0-2-8],[7:0-1-15,Edgej Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.24 9-19 >928 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.46 9-19 >487 180 BCLL 0.0' Rep Stress Incr YES WB 0.40 Horz(CT) 0.15 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:97 lb FT=20% LUMBER 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) TOP CHORD 2x4 SP No.2`Except*6-8:2x6 SP No.2 Vasd=101 mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; BOT CHORD 2x4 SP No.2*Except*12-4:2x4 SP No.3, Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) 10-7:2x4 SP DSS exterior zone and C-C Exterior(2)-1-4-0 to 1-8-0, WEBS 2x4 SP No.3 Interior(1)1-8-0 to 9-0-0,Exterior(2)9-0-0 to 14-2-15, BRACING Interior(1)14-2-15 to 18-10-4 zone;cantilever left and TOP CHORD Structural wood sheathing directly applied, right exposed;end vertical lett and right exposed;C-C except for members and forces&MWFRS for reactions shown; 2-0-0 oc puffins(4-7-3 max.):5-6. Lumber DOL=1.60 plate grip DOL=1.60 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 3) Provide adequate drainage to prevent water ponding. bracing. Except: 4) Plates checked for a plus or minus 5 degree rotation 10-0-0 oc bracing:10-12 about its center. 2=777/0 3-8,8=702/0-3-8 5) This truss has been designed for a 10.0 psf bottom REACTIONS (lb/size) Max 2=81 (LC 16) chord live load nonconcurrent with any other live loads. 6) 'This truss has been designed fora live load of 20.0psf Max Uplift 2=-178(LC 12),8=-140(LC 13) on the bottom chord in all areas where a rectangle FORCES (Ib)-Maximum Compression/Maximum 3-06-00 tall by 2-00-00 wide will fit between the bottom Tension chord and any other members. TOP CHORD 1-2=0/28,2-20=-1422/324,3-20=-1395/333, 7) Bearings are assumed to be:Joint 2 SP No.2 crushing 3-21=-1297/322,4-21=-1290/333, capacity of 565 psi,Joint 8 SP No.2 crushing capacity of 4-5=-1288/379,5-6=-1198/327, 565 psi. 6-22=-1273/312,22-23=-1307/299, 8) Bearing at joint(s)8 considers parallel to grain value 7-23=-1310/294,7-8=-265/80 using ANSI/TPI 1 angle to grain formula. Building BOT CHORD 2-13=-277/1288,12-13=-39/261,11-12=0/0, designer should verify capacity of bearing surface. 10-12=0/95,4-10=-163/123,9-10=-174/1074, 9) Provide mechanical connection(by others)of truss to 7-9=-200/1202 bearing plate capable of withstanding 178 lb uplift at WEBS 3-10=-183/94,5-10=-146/326,5-9=-156/518, joint 2 and 140 lb uplift at joint 8. 6-9=-167/147,3-13=-123/87, 10)Graphical purlin representation does not depict the size 10-13=-242/1045 or the orientation of the puffin along the top and/or NOTES bottom chord. 1) Unbalanced roof live loads have been considered for LOAD CASE(S) Standard this design. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 29,2019 ' Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.100.3/2015 BEFORE USE. mi. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,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,seeANSI/WP11 Qualify Cdleda,DSI-$9 and SCSI Bolding Component 6904 Parke East Blvd. Safely Ydotmallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type t _e Qty Ply Stock St.Townhomes 2 T17989279 E0506 A07 Hip Girder 1 Job Reference(optional) Steckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:31 Page:1 I D:tJbzHf6vlpEvV2KPclOpw 1 zGe_S-YDkLTshSIVf 1 W eiCVTIOtIg4PeSZ?FYrPOayhPyjGC6 18-78 y 12 17-0-3 I 1.4-0 I 7-0-0 118.0 4 I 3-11-12 I 5-0-3 I 014-10 1-7-3 NAILED Special NAILED 3x6. Special 4x8= 5x6. 3 4 19 20 5 — — 5112_ �7'y2 MtfRilI II fgl6 c*4 ch 2 �) II — T 1 8 pi es 22 e a_ — S` - 12 10 7x8= 3x4= 5x6= /- 3x4. 416 Special NAILED 2x4 II Special NAILED 8-2-0 I 7-1-12 11-1 17- 3 7-1-12 I 01-318 3-412 I 5-1-150- -1-x15 I 11 3 0 3-8 1-0-4 Scale=1:52.5 Plate Offsets(X,Y): [3:0-5-12,0-1-12],[5:0-3-0,0-2-4],[9:0-6-4,0-4-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/defl Ud PLATES GRIP TCLL(roof) 20.0 Plate Gnp DOL 1.25 TC 0.51 Vert(LL) 0.16 8-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.30 8-18 >756 180 BCLL 0.0' Rep Stress'nor NO W B 0.67 Horz(CT) 0.16 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:172 lb FT=20% LUMBER 2) All loads are considered equally applied to all plies, 14)Hanger(s)or other connection device(s)shall be TOP CHORD 2x4 SP No.2'Except'5-7:2x6 SP DSS except if noted as front(F)or back(B)face in the LOAD provided sufficient to support concentrated load(s)202 BOT CHORD 2x4 SP No.2*Except*11-4:2x4 SP No.3 CASE(S)section.Ply to ply connections have been lb down and 188 lb up at 7-0-0,and 139 lb down and WEBS 2x4 SP No.3 provided to distribute only loads noted as(F)or(B), 127 lb up at 12-0-0 on top chord,and 373 lb down and BRACING unless otherwise indicated. 73 lb up at 7-0-0,and 459 lb down and 187 lb up at TOP CHORD Structural wood sheathing directly applied or 3) Unbalanced roof live loads have been considered for 11-11-4 on bottom chord. The design/selection of such 6-0-0 oc purlins,except this design. connection device(s)is the responsibility of others. 2-0-0 oc purlins(6-0-0 max.):3-5. 4) Wind:ASCE 7-10;Vult=130mph(3-second gust) LOAD CASE(S) Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc Vasd=101 mph;TCDL=4.Opsf;BCDL=5.Opsf;h=25ft; 1) Dead+Roof Live(balanced):Lumber Increase=1.25, bracing. Except: Cat.II;Exp B;End.,GCpi=0.18;MWFRS(envelope) Plate Increase=1.25 exterior zone;cantilever left and right exposed;end 6-0-0 oc bracing:9-11 Uniform (lb/ft)Loads vertical left and right exposed;Lumber DOL=1.60 plate Vert:1-3=-54,3-5=-54,5-6=-54,6-7=-76,11-13=-20, REACTIONS (lb/size) 2=1491/0-3-8,7=1430/0-3-8 grip DOL=1.60 10-11=-20,9-16=-20 Max Horiz 2=68(LC 12) 5) Provide adequate drainage to prevent water ponding. Concentrated Loads(Ib) Max Uplift 2=-454(LC 8),7=-434(LC 9) 6) Plates checked for a plus or minus 5 degree rotation Vert:3=-155(F),5=-100(F),12=-373(F),8=459 FORCES (Ib)-Maximum Compression/Maximum about its center. (F),19=-100(F),20=-100(F),21=-76(F),22=-76(F) Tension 7) This truss has been designed for a 10.0 psf bottom TOP CHORD 1-2=0/29,2-3=-3090/921,3-4=4100/1275, chord live load nonconcurrent with any other live loads. 4-19=-3710/1183,19-20=-3710/1183, 8) 'This truss has been designed for a live load of 20.0psf 5-20=-3710/1183,5-6=-3885/1200, on the bottom chord in all areas where a rectangle 6-7-545/180 3-06-00 tall by 2-00-00 wide will fit between the bottom BOT CHORD 2-12=-825/2790,11-12=-130/350,10-11=0/0, chord and any other members. 9-11=-147/34,4-9-34/286, 9) Bearings are assumed to be:Joint 2 SP No.2 crushing 9-21=-1270/4276,21-22=-1269/4268, capacity of 565 psi,Joint 7 SP DSS crushing capacity of 8-22=-1270/4258,6-8=-1075/3661 660 psi. WEBS 3-12=-2094/750,9-12=-988/3508, 10)Bearing at joint(s)7 considers parallel to grain value 3-9=-961/3101,4-8=-721/209,5-8=-180/802 using ANSI/TPI 1 angle to grain formula. Building NOTES designer should verify capacity of bearing surface. 1) 2-ply truss to be connected together with 10d 11)Provide mechanical connection(by others)of truss to (0.131"x3")nails as follows: bearing plate capable of withstanding 454 lb uplift at Top chords connected as follows:2x4-1 row at 0-9-0 joint 2 and 434 lb uplift at joint 7. oc,2x6-2 rows staggered at 0-9-0 oc. 12)Graphical purlin representation does not depict the size Bottom chords connected as follows:2x4-1 row at or the orientation of the purlin along the top and/or 0-9-0 oc. bottom chord. Web connected as follows:2x4-1 row at 0-9-0 oc. 13)"NAILED"indicates Girder:3-10d(0.148"x 3") toe-nails Thomas A.Albani PE No.39380 per NDS guidelines. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 29,2019 __ 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rev.10632015 BEFORE USE. M, 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 verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,seeANl1/IPI1 Quality Cdtsr1a,DS5I-9 and t1CSI Holding Component 6904 Parke East Blvd. Safety btfatmaaomzvailable from Truss Rate Institute,218 N.Lee Street.Sulfa 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type t . � Qty Ply Stock St.Townhomes T17989335 E0506 B02 Monopitch Supported Gable 1 1 Job Reference(optional) Gteckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Aug 13 2019 Print:8.310 E Aug 13 2019 MiTek Industries,Inc.Thu Aug 29 09:14:15 Page:2 ID:cijjhL89HQUdkMTnkASH?SzGe_O-DnNNMXauzYaJWoucyevSs1 o?7Lg6grO4z3G40yj2NM 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right: Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=7,2-4=1,4-5=1,2-6=-20 Horz:1-2=-21,2-4=-15,4-5=-15,4-7=-27 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel: Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=25,2-4=31,4-5=31,2-6=-10 Horz:1-2=-33,2-4=-39,4-5=-39,4-7=19 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel: Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=8,2-4=14,4-5=14,2-6=-10 Horz:1-2=-16,2-4=-22,4-5=-22,4-7=-13 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel: Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=25,2-4=31,4-5=31,2-6=-10 Horz:1-2=-33,2-4=-39,4-5=-39,4-7=19 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel: Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=8,2-4=14,4-5=14,2-6=-10 Horz:1-2=-16,2-4=-22,4-5=-22,4-7=-13 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel: Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(Ib/ft) Vert:1-2=19,2-4=14,4-5=14,2-6=-20 Horz:1-2=-33,2-4=-28,4-5=-28,4-7=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel: Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=2,2-4=-3,4-5=-3,2-6=-20 Horz:1-2=-16,2-4=-11,4-5=-11,4-7=-24 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt. metal=0.90 Uniform Loads(lb/ft) Vert:1-4=-14,4-5=-14,2-6=-20 19) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind (Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=-19,2-4=-23,4-5=-23,2-6=-20 Horz:1-2=-25,2-4=-21,4-5=-21,4-7=7 20) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind (Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=-28,2-4=-33,4-5=-33,2-6=-20 Horz:1-2=-16,2-4=-11,4-5=-11,4-7=-20 21) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind (Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=-19,2-4=-23,4-5=-23,2-6=-20 Horz:1-2=-25,2-4=-21,4-5=-21,4-7=6 22) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind (Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=-32,2-4=-36,4-5=-36,2-6=-20 Horz:1-2=-12,2-4=-8,4-5=-8,4-7=-18 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev.1040./2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeAN3I/lP11 Qualify CrBodo,DS549 and BCSI IluldE g Component 6904 Parke East Blvd. Safety In foanalbrgvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 ,I► Qty Ply Stock St.Townhomes T17989281 E0506 B03 Jack-Closed 6 1 Job Reference(optional) Gjeckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:32 Page:1 ID:4uH5vh8n2kcUMW 2_IuzW YfzGe_P-OPIjgCi43onu8oH03BGIQzNK2_VksE_e2KVDryjGCS -1-4-0 4-0-0 1-a-o 4-0-0 2x4 u 12 4 I- 3 11,9 o 2 a ^+14 3x4= 2x4 it 4-0-0 Scale=1:21.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/defl Lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0' Rep Stress!nor YES W8 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:16 lb FT=20% LUMBER 7) Provide mechanical connection(by others)of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 37 lb uplift at joint BOT CHORD 2x4 SP No.2 4 and 108 lb uplift at joint 2. WEBS 2x4 SP No.3 LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=230/0-3-8,4=129/Mechanical Max Horiz 2=64(LC 11) Max Uplift 2=-108(LC 8),4=-37(LC 12) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-8=0/17,2-8=0/24,2-9=-69/29,3-9=-47/38, 3-4=-84/86 BOT CHORD 2-4=-39/51 NOTES 1) Wind:ASCE 7-10;Vult=l30mph(3-second gust) Vasd=101mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; Cat.II;Exp B;End.,GCpi=0.18;MWFRS(envelope) exterior zone and C-C Exterior(2)-1-4-9 to 1-7-7, Interior(1)1-7-7 to 3-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Bearings are assumed to be:Joint 2 SP No.2 crushing capacity of 565 psi. Thomas A.Albani PE No.39380 6) Refer to girder(s)for truss to truss connections. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 29,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlI-7473 rev.1003/2015 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,seeANSVIPII Quality Cdt.da,D3149 and ICS Bolding Component 6904 Parke East Blvd. Safety Intormafarlovailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 ♦ Qty Ply Stock St.Townhomes T17989282 E0506 B04 Monopitch 3 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:32 Page:1 ID:4uH5vh8n2kcUMW 2_luzW YfzGe_P-OPI1g043onu8oH03BGfQzNLB2zHksE_e2KVDryjGC5 -1.4-0 I 3-10-8 1-4-0 3-10-8 2x4 n 12 4 �' 4 3 10 2 1 5 3x4= 2x4 rr 3-5-4 3-5-4 3-10-8I 0-5-4 Scale=1:22.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/defl Lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0,01 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.02 6-9 >999 180 BCLL 0.0' Rep Stress Incr. YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:15 lb FT=20% LUMBER 7) Provide mechanical connection(by others)of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 104 lb uplift at BOT CHORD 2x4 SP No.2 joint 2 and 38 lb uplift at joint 5. WEBS 2x4 SP No.3 LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=226/0-3-8,5=132/Mechanical Max Horiz 2=64(LC 9) Max Uplift 2=-104(LC 8),5=-38(LC 12) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23,2-10=-70/31,3-10=-51/38, 3-4=-7/0,3-6=-105/103 BOT CHORD 2-6=-33/50,5-6=0/0 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) exterior zone and C-C Exterior(2)-1-4-0 to 1-8-0, Interior(1)1-8-0 to 3-10-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Bearings are assumed to be:Joint 2 SP No.2 crushing capacity of 565 psi. Thomas A.Albani PE No.39380 6) Refer to girder(s)for truss to truss connections. Mitek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: August 29,2019 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.1003/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,seeANSVIPI1 Quality Creeds,05149 and SCSI Bolding Component 6904 Parke East Blvd. Saf&y Infotmallonovailable from Truss Rote Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type t l Qty Ply Stock St.Townhomes • T17989338 E0506 B05 Monopitch Supported Gable 1 1 Job Reference(optional) G!eckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Aug 13 2019 Print:8.310 E Aug 13 2019 MiTek Industries,Inc.Thu Aug 29 09:14:35 Page:1 ID:4uH5vhBn2kcUMW 2_IuzW YfzGe_P-debxZMgQGi6Tl_Jkn9?bG4s9kBA1 njoLg4vJnEyj2N2 -1-4-01-10.12 3-10-8 1-4-0 I 1-10-12 I 1-11-12 12 4 3x4 2x4 a 4 5 2x4= 3 In T dm `� 1 �i el a a a000 ::i:•::: 2::::::::I' 4x8 ii 2x4 n 3-5-4 3-10-8 3-5-4 0 5-4I Scale=1:32.3 Plate Offsets(X,Y): [2:0-3-8,Edge],[2:0-5-12,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/deft lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a - n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 rt/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:17 lb FT=20% LUMBER 7) 'This truss has been designed fora live load of 20.Opsf Vert:1-2=1,2-4=-35,4-5=-35,6-11=-20 TOP CHORD 2x4 SP No.2 on the bottom chord in all areas where a rectangle Horz:1-2=-15,2-9=21,3-9=-21,3-4=21,4-5=21, BOT CHORD 2x4 SP No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom 4-7=-36 WEBS 2x4 SP No.3 chord and any other members. 7) Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber BRACING 8) Bearing at joint(s)5 considers parallel to grain value Increase=1.60,Plate Increase=1.60 using ANSI/TPI 1 angle to grain formula. Building Uniform Loads Ib/ft TOP CHORD Structural wood sheathing directly applied or ( ) 3-10-8 oc purlins, except end verticals. designer should verify capacity of bearing surface. Vert:1-2=-29,2-4=-35,4-5=-35,6-11=-20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 9) Provide mechanical connection(by others)of truss to Horz:1-2=15,2-9=21,3-9=-21,3-4=21,4-5=21, bracing. bearing plate capable of withstanding 100 lb uplift at 4-7=38 REACTIONS All bearings 3-10-8. joint(s)6,7,5 except(jt=lb)2=114,2=114. 8) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber (Ib) Max Horiz 2=48(LC 11) LOAD CASE(S) Increase=1.60,Plate Increase=1.60 Max Uplift All uplift 100(Ib)or less at joint(s) 1) Dead+Roof Live(balanced):Lumber Increase=1.25, Uniform Loads(lb/ft) 5,6,7 except 2=-114(LC 8) Plate Increase=1.25 Vert:1-2=43,2-4=31,4-5=31,6-11=-10 Max Gray All reactions 250(Ib)or less at joint Uniform Loads(lb/ft) Horz:1-2=-51,2-9=-39,3-9=39,3-4=-39,4-5=-39, (s)5,6,2 except 7=308(LC 1) Vert:1-4=-54,4-5=-54,6-11=-20 4-7=20 FORCES (Ib) Max.Comp./Max.Ten.-All forces 250 2) Dead+0.75 Roof Live(balanced):Lumber 9) Dead+0.6 MWFRS Wind(Pos.Internal)Right: (Ib)or less except when shown. Increase=1.25,Plate Increase=1.25 Lumber Increase=1.60,Plate Increase=1.60 BOT CHORD 2-11=-286/180,2-11=-286/180 Uniform Loads(Ib/ft) Uniform Loads(lb/ft) Vert:1-4=-44,4-5=-44,6-11=-20 Vert:1-2=13,2-4=18,4-5=18,6-11=-10 NOTES 3) Dead+Uninhabitable Attic Without Storage:Lumber Horz:1-2=-21,2-9=-26,3-9=26,3-4=-26,4-5=-26, 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Increase=1.25,Plate Increase=1.25 4-7=-16 Vasd=101mph;TCDL=4.0psf;BCDL=5.Opsf;h=25ft; Uniform Loads(lb/ft) Cat.II;Exp B;End.,GCpi=0.18;MWFRS(envelope) Vert:1-4=-14,4-5=-14,6-11=-40 exterior zone and C-C Corner(3)-1-4-0 to 1-8-13, 4) Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Exterior(2)1-8-13 to 3-10-8 zone;cantilever left and Increase=1.60,Plate Increase=1.60 right exposed;end vertical left and right exposed;C-C Uniform Loads(Ib/ft) for members and forces&MWFRS for reactions shown; Vert:1-2=106,2-9=78,4-9=50,4-5=50,6-11=-10 Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss Horz:1-2=-114,2-9=-86,3-9=58,3-4=-58,4-5=-58, only. For studs exposed to wind(normal to the face), 4-7=49 see Standard Industry Gable End Details as applicable, 5) Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber or consult qualified building designer as per ANSI/TPI 1. Increase=1.60,Plate Increase=1.60 3) Plates checked for a plus or minus 5 degree rotation Uniform Loads(Ib/ft) about its center. Vert:1-2=45,2-4=50,4-5=50,6-11=-10 4) Gable requires continuous bottom chord bearing. Horz:1-2=-53,2-9=-58,3-9=58,3-4=-58,4-5=-58, 5) Gable studs spaced at 1-4-0 oc. 4-7=-25 Thomas A.Albani PE No.39380 6) This truss has been designed for a 10.0 psf bottom 6) Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber MiTek USA,Inc.FL Cert 6634 chord live load nonconcurrent with any other live loads. Increase=1.60,Plate Increase=1.60 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(Ib/ft) Date: August 29,2019 k.unur luau till'idyl:,c �� 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Mil• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not I 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,seeANSVWPIl Quality Cremrlo,05549 and SCSI Bolding Component 6904 Parke East Blvd. Safety Ydormatio ovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type i. 1 Qty Ply Stock St.Townhomes • T17989338 E0506 B05 Monopitch Supported Gable 1 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville.FL-32209, Run:8.31 E Aug 13 2019 Print:8.310 E Aug 13 2019 MiTek Industries,Inc.Thu Aug 29 09:14:35 Page:2 ID:4uH5vh8n2kcUMW 2_IuzW YtzGe_P-debxZMgDGi6Tl_Jkn9?bG4s9kBA1 njoLg4vJnEyj2N2 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber 22) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind Increase=1.60,Plate Increase=1.60 (Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Uniform Loads(lb/ft) Increase=1.60 Vert:1-2=19,2-4=14,4-5=14,6-11=-20 Uniform Loads(lb/ft) Horz:1-2=-33,2-9=-28,3-9=28,3-4=-28,4-5=-28, Vert:1-2=-32,2-4=-36,4-5=-36,6-11=-20 4-7=9 Horz:1-2=-12,2-9=-8,3-9=8,3-4=-8,4-5=-8, 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right: 4-7=-18 Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=7,2-4=1,4-5=1,6-11=-20 Horz:1-2=-21,2-9=-15,3-9=15,3-4=-15,4-5=-15, 4-7=-27 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel: Lumberincrease=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=25,2-4=31,4-5=31,6-11=-10 Horz:1-2=-33,2-9=-39,3-9=39,3-4=-39,4-5=-39, 4-7=19 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel: Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(Ib/ft) Vert:1-2=8,2-4=14,4-5=14,6-11=-10 Horz:1-2=-16,2-9=-22,3-9=22,3-4=-22,4-5=-22, 4-7=-13 14) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel: Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=25,2-4=31,4-5=31,6-11=-10 Hoa:1-2=-33,2-9=-39,3-9=39,3-4=-39,4-5=-39, 4-7=19 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel: Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=8,2-4=14,4-5=14,6-11=-10 Horz:1-2=-16,2-9=-22,3-9=22,3-4=-22,4-5=-22, 4-7=-13 16) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel: Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=19,2-4=14,4-5=14,6-11=-20 Horz:1-2=-33,2-9=-28,3-9=28,3-4=-28,4-5=-28, 4-7=8 17) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel: Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=2,2-4=-3,4-5=-3,6-11=-20 Horz:1-2=-16,2-9=-11,3-9=11,3-4=-11,4-5=-11, 4-7=-24 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt. metal=0.90 Uniform Loads(Ib/ft) Vert:1-4=-14,4-5=-14,6-11=-20 19) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind (Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=-19,2-4=-23,4-5=-23,6-11=-20 Horz:1-2=-25,2-9=-21,3-9=21,3-4=-21,4-5=-21, 4-7=7 20) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind (Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(Ib/ft) Vert:1-2=-28,2-4=-33,4-5=-33,6-11=-20 Horz:1-2=-16,2-9=-11,3-9=11,3-4=-11,4-5=-11, 4-7=-20 21) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind (Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-2=-19,2-4=-23,4-5=-23,6-11=-20 Horz:1-2=-25,2-9=-21,3-9=21,3-4=-21,4-5=-21, 4-7=6 � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111-7473 rev.10173/1015 BEFORE USE. Design valid for use only with MRekrS 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.seeANSVIP11 Duality Criteria,D3l-19 and SCSI lidding Component 6904 Parke East Blvd. Safety Infonnalonavailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type t r Qty Ply Stock St.Townhomes • T17989284 E0506 BOB 3 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:33 Page:1 I D:uyG W DOG4gS8Baff HxE lbGXyjMAf-Ubs5tYjig6vlmyradun uyAwSOSE 1 TFy7si331HyjGC4 5-10-0 5-10-0 I 11-8-0 13-0-0 5-10-0 1-4-0 4x6= 2 12 5I- Fpgjlkoioiiii 3x40 12 am 13 3x4= �� 0 14 5 6 o 1 1r 3 a �� 5x6= a 4 3 12 3x6= 3x6, 11-4-8 1-3_I 5-10-0 5-6-8 I 5-6-8 1113-10 Scale=1:30.7 Plate Offsets(X,Y): [1:0-1-12,0-0-9],[3:0-1-12,0-0-9] Loading (psf) Spacing 2-0-0 CSI DEFL in (Ioc) 1/defl Ud PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.07 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.14 5-8 >999 180 BCLL 0.0' Rep Stress lncr YES WB 0.29 Horz(CT) 0.07 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:40 lb FT=20% LUMBER 5) 'This truss has been designed for a live load of 20.0psf TOP CHORD 2x4 SP No.2 on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SP No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 SP No.3 chord and any other members. BRACING 6) Bearings are assumed to be:,Joint 3 SP No.2 crushing TOP CHORD Structural wood sheathing directly applied or capacity of 565 psi. 4-6-6 oc purlins. 7) Refer to girder(s)for truss to truss connections. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 8) Bearing at joint(s)3 considers parallel to grain value bracing. using ANSI/TPI 1 angle to grain formula. Building REACTIONS (lb/size) 1=428/Mechanical,3=508/0-3-8 designer should verify capacity of bearing surface. Max Horiz 1=-59(LC 17) 9) Provide mechanical connection(by others)of truss to Max Uplift 1=-91 (LC 12),3=-127(LC 13) bearing plate capable of withstanding 91 lb uplift at joint 1 and 127 lb uplift at joint 3. FORCES (Ib)-Maximum Compression/Maximum LOAD CASE(S) Standard Tension TOP CHORD 1-12=-1381/349,2-12=-1349/358, 2-13=-1349/347,13-14=-1382/338, 3-14=-1383/333,3-4=0/28 BOT CHORD 1-5=-265/1301,3-5=-264/1300 WEBS 2-5=-112/760 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; Cat.Il;Exp B;End.,GCpi=0.18;MWFRS(envelope) exterior zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior (1)3-0-0 to 5-10-0,Exterior(2)5-10-0 to 8-10-0,Interior (1)8-10-0 to 13-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom Thomas A.Albani PE No.39380 chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 29,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*111-7473 rev.10032015 BEFORE USE. • i Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verity the 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.seeANSVP41 Qualify Cdt.da,061549 and SCSI Building Component 6904 Parke East Blvd. Safety InformafIonovoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type t 3 Qty Ply Stock St.Townhomes • T17989285 E0506 B09 1 1 Job Reference(optional) Gjeckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 S Jun 11 2019 Print:8.310 S Jun 11 2019 Mitek Industries,Inc.Wed Aug 28 16:30:33 Page:1 I D:QrpsH I4622ag7yG9No_IUfyjM9c-Ubs5tYjig6vlmyradunuyAW SCSFwTJa7si331HyjGC4 -1-4-02-93 5-10-0 8-10-12 11-8-0 13-0-0 I 1-4-0 I 2-9-4 I 3-0-12 I 3-0-12 I 2-9-4 I 1-4-0 4x6= 3 12 5 r-- e 6x8 c 3x6 m 3x6 a 6x8 c al Nel — a 4x6�.• . 4x6...: _ `e d o '' `� 4 4 a �' 3 12 -3- -3_` 5'6-e I 156-8 18_31-10 e° Scale=1:32.8 Plate Offsets(X,Y): [2:0-5-8,0-2-13],[2:0-9-5,1-0-6],[4:0-5-8,0-2-13],[4:0-2-1,1-3-9] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) n/a - n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:47 lb FT=20% LUMBER 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) TOP CHORD 2x4 SP No.2 Vasd=101 mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; BOT CHORD 2x4 SP No.2 Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) WEBS 2x4 SP No.3 exterior zone and C-C Corner(3)-1-4-11 to 1-7-5, BRACING Exterior(2)1-7-5 to 5-10-0,Corner(3)5-10-0 to 8-10-0, TOP CHORD Structural wood sheathing directly applied or Exterior(2)8-10-0 to 13-0-11 zone;cantilever left and 6-0-0 oc purlins. right exposed;end vertical left and right exposed;C-C BOT CHORD Rigid ceiling directly applied or 10-0-0 oc for members and forces&MWFRS for reactions shown; bracing. Lumber DOL=1.60 plate grip DOL=1.60 REACTIONS (lb/size) 2=409/11-8-0,4=285/11-8-0, 3) Truss designed for wind loads in the plane of the truss 7=409/11-8-0, only. For studs exposed to wind(normal to the face), 6=489/11-8-0, 1=4891 see Standard Industry Gable End Details as applicable, Max Horiz 2=89(LC 12),7=89(LC 12) or consult qualified building designer as per ANSI/TPI 1. 4) Plates checked for a plus or minus 5 degree rotation Max Uplift 2=-165(LC 12),4=-113(LC 13), about its center. 6=-89(LC 12),7=-165(LC 12), 5) Gable requires continuous bottom chord bearing. 10=-113(LC 13) 6) Gable studs spaced at 1-4-0 oc. Max Gray 2=414(LC 23),4=288(LC 24), 7) This truss has been designed for a 10.0 psf bottom 6=489(LC 1),7=414(LC 23), chord live load nonconcurrent with any other live loads. 10=288(LC 24) 8) 'This truss has been designed for a live load of 20.0psf FORCES (Ib)-Maximum Compression/Maximum on the bottom chord in all areas where a rectangle Tension 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD 1-2=0/29,2-13=-160/130,13-14=-136/134, chord and any other members. 2-14=-113/134,2-15=-207/133, 9) All bearings are assumed to be SP No.2 crushing 15-16=-155/136,3-16=-153/144, capacity of 565 psi. 3-17=-153/155,17-18=-157/147, 10)Provide mechanical connection(by others)of truss to 4-18=-209/141,4-5=0/29 bearing plate capable of withstanding 165 lb uplift at BOT CHORD 2-6=-173/216,4-6=-32/170 joint 2,89 lb uplift at joint 6,113 lb uplift at joint 4,165 lb WEBS 3-6=-204/192 uplift at joint 2 and 113 lb uplift at joint 4. NOTES 11)Beveled plate or shim required to provide full bearing 1) Unbalanced roof live loads have been considered for surface with truss chord at joint(s)6. this design. LOAD CASE(S) Standard Thomas A.Albani PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 29,2019 -- mg A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE.Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,seeANSI/IPI1 Quality Criteria,DS0-$9 and SCSI Building Component 6904 Parke East Blvd. Safety Info,molbmvailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type 1 4 Qty Ply Stock St.Townhomes • T17989286 E0506 CJO1 Jack-Open 2 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:33 Page:1 ID:MzgJpG1 W PgMv9zH3inoA8YzGe_Z-Ubs5tYjig6vlmyradunuyAwTXSI5TJT7si331HyjGC4 -1-4-0 4-11-12 4-11-12 1.4-0 12 3 5 I- 00000111 - r11 � N 2 EdlIMIMI 4 3x4 4-11-12 Scale=1:22.5 Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:18 lb FT=20% LUMBER 7) Provide mechanical connection(by others)of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 69 lb uplift at joint BOT CHORD 2x4 SP No.2 3 and 73 lb uplift at joint 2. BRACING LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=264/0-3-8,3=113/Mechanical, 4=60/Mechanical Max Horiz 2=98(LC 12) Max Uplift 2=-73(LC 12),3=-69(LC 12) Max Gray 2=264(LC 1),3=113(LC 1),4=87 (LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28,2-8=-72/16,3-8=-50/34 BOT CHORD 2-4=-41/73 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; Cat.II;Exp B;End.,GCpi=0.18;MWFRS(envelope) exterior zone and C-C Exterior(2)-1-4-0 to 1-8-0, Interior(1)1-8-0 to 4-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Bearings are assumed to be:,Joint 2 SP No.2 crushing Thomas A.Albani PE No.39380 capacity of 565 psi. MiTek USA,Inc.FL Cert 6634 6) Refer to girder(s)for truss to truss connections. 6904 Parke East Blvd.Tampa FL 33610 Date: August 29,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE M11-7473 rev.10032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,seeANSVTP11 Quality CAIsAa,DS5•119 and SCSI Bolding Component 6904 Parke East Blvd. Safety iMomlallonovailoble from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 _- I Job Truss Truss Type t 3 Qty Ply Stock St.Townhomes • T17989287 E0506 CJO2 Jack-Open 4 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:34 Page:1 I D:um6xbwOteMD2Xgis84GxbLzGe_a-zoPT5uiKba 1 cN60mAb17VOSh3sguCmjH5MpcHkyjGC3 -1-4-0 2-11-12 1-4-0 2-11-12 12 5 I- 3 e 2 o ...P2211111111111.111d 4 2x4= 2-11-12 Scale=1:20.8 Plate Offsets(X,Y): [2:0-0-10,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:12 lb FT=20% LUMBER 7) Provide mechanical connection(by others)of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 36 lb uplift at joint BOT CHORD 2x4 SP No.2 3 and 62 lb uplift at joint 2. BRACING LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=196/0-3-8,3=60/Mechanical, 4=31/Mechanical Max Horiz 2=65(LC 12) Max Uplift 2=-62(LC 12),3=-36(LC 12) Max Gray 2=196(LC 1),3=60(LC 1),4=49 (LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28,2-8=-62/12,3-8=-26/18 BOT CHORD 2-4=-12/41 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101mph;TCDL=4.0psf;BCDL=5.Opsf;h=25ft; Cat.II;Exp B;End.,GCpi=0.18;MWFRS(envelope) exterior zone and C-C Exterior(2)-1-4-0 to 1-8-0, Interior(1)1-8-0 to 2-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom Thomas A.Albani PE No-39380 chord and any other members. 5) Bearings are assumed to be:,Joint 2 SP No.2 crushing Mitek USA Inc.FL Cert 8634 capacity of 565 psi. 6904 Parke East Blvd.Tampa FL 33610 6) Refer to girder(s)for truss to truss connections. Date: August 29,2019 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/0.3/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,seeAtel/Pll Quality Criteria,DS549 and SCSI Sinding Component 6904 Parke East Blvd. Safely tnformatlonovailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type S. M Qty Ply Stock St.Townhomes • T17989288 E0506 CJO3 Jack-Open 6 1 Job Reference(optional) G.eckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:34 Page:1 I D:um6xbwOte MD2Xgis84GxbLzGe_a-zoPT5uiKbQ 1 cN6QmAbl7VOSh3shgCmjH5MpcHkyjGC3 0-11-12 -1-4-0 1-4-0 0-11-12 12 5 3 2 ,!1, ao • 1 Mill '/ 4 2x4= 0-11-12 Scale=1:21.3 Plate Offsets(X,Y): [2:0-0-2,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/defl Ud PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:5 lb FT=20% LUMBER 6) Refer to girder(s)for truss to truss connections. TOP CHORD 2x4 SP No.2 7) Provide mechanical connection(by others)of truss to BOT CHORD 2x4 SP No.2 bearing plate capable of withstanding 81 lb uplift at joint BRACING 2,13 lb uplift at joint 4 and 1 lb uplift at joint 3. TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 0-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=157/0-3-8,3=-1/Mechanical, 4=-13/Mechanical Max Horiz 2=34(LC 12) Max Uplift 2=-81(LC 8),3=-1 (LC 1),4=-13 (LC 1) Max Gray 2=157(LC 1),3=9(LC 8),4=20 (LC 8) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28,2-3=-43/30 BOT CHORD 2-4=-31/44 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101mph;TCDL=4.0psf;BCDL=5.Opsf;h=25ft; Cat.II;Exp B;End.,GCpi=0.18;MWFRS(envelope) exterior zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle Thomas A.Albani PE No.39380 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. MiTek USA,Inc.FL Cart 6834 5) Bearings are assumed to be:,Joint 2 SP No.2 crushing 6904 Parke East Blvd.Tampa FL 33610 capacity of 565 psi. Date: August 29,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MITekIS 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,seeANSI/TPI1 Quality Criteria,081-89 and BCSI Iulding Component 6904 Parke East Blvd. Safety InMrmallonavailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type i Qty Ply Stock St.Townhomes T17989289 E0506 CJO4 Jack-Open 2 1 Job Reference(optional) Gteckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:34 Page:1 ID:MzgJpG1 WPgMv9zH3inoA8YzGe_Z-zoPTSujKbalcN6OmAbI7VOSdksdiCmjH5MpcHkyjGC3 -1-4-0 2-1-12 4-11-12 1-4-0 2-1-12 2-10-0 12 4 5f A� 10 3 I 7 2 9 6 3x4= 2x4 rr 4x6= 2-3-8 I 4-11-12 2-3-8 2-8-4 Scale=1:25.7 Plate Offsets(X,Y): [3:0-4-0,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.05 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.07 6 >845 180 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:19 lb FT=20% LUMBER 5) Bearings are assumed to be:,Joint 2 SP No.2 crushing TOP CHORD 2x4 SP No.2 capacity of 565 psi. BOT CHORD 2x4 SP No.2*Except*6-3:2x4 SP No.3 6) Refer to girder(s)for truss to truss connections. BRACING 7) Provide mechanical connection(by others)of truss to TOP CHORD Structural wood sheathing directly applied or bearing plate capable of withstanding 56 lb uplift at joint 4-11-12 oc purlins. 4,72 lb uplift at joint 2 and 6 lb uplift at joint 5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc LOAD CASE(S) Standard bracing. REACTIONS (lb/size) 2=265/0-3-8,4=103/Mechanical, 5=70/Mechanical Max Horiz 2=98(LC 12) Max Uplift 2=-72(LC 12),4=-56(LC 12),5=-6 (LC 12) Max Gray 2=265(LC 1),4=103(LC 1),5=81 (LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28,2-10=-113/0,3-10=-87/0, 3-4=-45/34 BOT CHORD 2-6=-45/81,3-6=-51/99,3-5=-5/4 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) exterior zone and C-C Exterior(2)-1-4-0 to 1-8-0, Interior(1)1-8-0 to 4-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.0psf Thomas A.Alban]PE No.39380 on the bottom chord in all areas where a rectangle 3-06-00 tat by 2-00-00 wide will fit between the bottom MiTek USA,Inc.FL Cert 6834 chord and any other members. 6904 Parke East Blvd.Tampa FL 33610 Date: August 29,2019 � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M(TEK REFERANCE PAGE MIt-7473 rev.1003/2015 BEFORE USE. hut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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.seeANSI/IPI1 Quality CAleda,DS11a9 and SCSI Bolding Component 6904 Parke East Blvd. Safety Infotmatlonavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type i Qty Ply Stock St.Townhomes T17989290 E0506 CJO5 Jack-Open 2 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:35 Page:1 ID:MzgJpG1WPgMv9zH3inoA8YzGe_Z-R_zslEkyMj9T?F?zkJgMlb?slF0sxDzQKOYAgAyjGC2 -1-4-0 2-1-12 2-11-12 1-4-0 2-1-12 o-10-o 12 5 r- 4 10 0 0 lie 2 5 � 1 wriY 6 2x4= 2x4 it 4x6 2-3-8 2-11-12 2-3-8 0-8-4 Scale=1:24.4 Plate Offsets(X,Y): [2:0-0-2,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 6 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:13 lb FT=20% LUMBER 6) Refer to girder(s)for truss to truss connections. TOP CHORD 2x4 SP No.2 7) Provide mechanical connection(by others)of truss to BOT CHORD 2x4 SP No.2*Except*6-3:2x4 SP No.3 bearing plate capable of withstanding 23 lb uplift at joint BRACING 4,62 lb uplift at joint 2 and 8 lb uplift at joint 5. TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 2-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 2=197/0-3-8,4=51/Mechanical, 5=42/Mechanical Max Horiz 2=65(LC 12) Max Uplift 2=-62(LC 12),4=-23(LC 12),5=-8 (LC 12) Max Gray 2=197(LC 1),4=51 (LC 1),5=43 (LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28,2-10=-60/8,3-10=-25/0,3-4=-18/18 BOT CHORD 2-6=-6/45,3-6=-7/57,3-5=-10/7 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; Cat.II;Exp B;End.,GCpi=0.18;MWFRS(envelope) exterior zone and C-C Exterior(2)-1-4-0 to 1-8-0, Interior(1)1-8-0 to 2-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle Thomas A.Albani PE No.39380 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. MiTek USA,Inc.FL Cert 6834 5) Bearings are assumed to be:,Joint 2 SP No.2 crushing 6904 Parke East Blvd.Tampa FL 33610 capacity of 565 psi. Date: August 29,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. NMI valid for use only with MITekrB 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.seeANSVIPII Duality Cdf.tla.D51149 and SCSI Building Compon•nf 6904 Padre East Blvd. Satiny Infornaltonavailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type t f Oty Ply Stock St.Townhomes T17989291 E0506 EJ01 Jack-Open 1 1 Job Reference(optional) Gjeckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:35 Page:1 ID:MzgJpG 1 W PgMv9zH3inoA8YzGe_Z-R_zslEkyMj9T?F?zkJgM1 b?kcFwGxDzQKOYAgAyjGC2 -1.4-0 7-0-0 7-0-0 1-4-0 3 5 9 B 2 ►, 4 3x4= 700 Scale=1:25.2 Plate Offsets(X,Y): [2:0-0-10,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TOLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.11 4-7 >744 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.22 4-7 >385 180 BOLL 0.0* Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP ' Weight:24 lb FT=20% LUMBER 7) Provide mechanical connection(by others)of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 102 lb uplift at BOT CHORD 2x4 SP No.2 joint 3 and 85 lb uplift at joint 2. BRACING LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=336/0-3-8,3=164/Mechanical, 4=86/Mechanical Max Horiz 2=130(LC 12) Max Uplift 2=-85(LC 12),3=-102(LC 12) Max Gray 2=336(LC 1),3=164(LC 1),4=125 (LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28,2-8=-98/17,8-9=-70/23,3-9=-66/50 BOT CHORD 2-4=-46/99 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101mph;TCDL=4.0psf;BCDL=5.Opsf;h=25ft; Cat.II;Exp B;End.,GCpi=0.18;MWFRS(envelope) exterior zone and C-C Exterior(2)-1-4-0 to 1-8-0, Interior(1)1-8-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom Thomas A.Albani PE No.39380 chord and any other members. MiTek USA,Inc.FL Cert 6634 5) Bearings are assumed to be:,Joint 2 SP No.2 crushing capacity of 565 psi. 6904 Parke East Blvd.Tampa FL 33610 6) Refer to girder(s)for truss to truss connections. Date: August 29,2019 MUM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and Is for on individual building component,not • a truss system.Before use,the building designer must 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.seeANS/7PI1 Quality Cdteda,DSII-119 and SCSI Belding Component 6904 Parke East Blvd. Safety Infoimallonavailoble from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type '. Qty Ply Stock St.Townhomes T17989292 E0506 EJ02 Jack-Open 3 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:35 Page:1 ID:r9EhOc18AzUmn7sFGVJPhmzGe_Y-R_zslEkyMj9T?F?zkJgM1 b?jyFv9xDzQKOYAgAyjGC2 -1-4-0 I2-1-12 I 7-0-0 1 4 0 2-1.12 4-10-4 4 5 12 '1 11 e3 10 3 rtraMil20401011111111115 o.-1116 c 1 3x4= 2x4 rr 4x10= 2-3-8 I 7-0-0 2.3-8 4-8-8 Scale=1:28.5 Plate Offsets(X,Y): [2:0-2-0,Edge],[3:0-5-0,0-2-1] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.15 3-5 >538 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.26 3-5 >321 180 BCLL 0.0* Rep Stress Ind YES WB 0.00 Horz(CT) 0.11 5 rota rota BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:25 lb FT=20% LUMBER 5) Bearings are assumed to be:,Joint 2 SP No.2 crushing TOP CHORD 2x4 SP No.2 capacity of 565 psi. BOT CHORD 2x4 SP No.2*Except*6-3:2x4 SP No.3 6) Refer to girder(s)for truss to truss connections. BRACING 7) Provide mechanical connection(by others)of truss to TOP CHORD Structural wood sheathing directly applied or bearing plate capable of withstanding 88 lb uplift at joint 6-0-0 oc purlins. 4,84 lb uplift at joint 2 and 3 lb uplift at joint 5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc LOAD CASE(S) Standard bracing. REACTIONS (lb/size) 2=337/0-3-8,4=154/Mechanical, 5=96/Mechanical Max Horiz 2=130(LC 12) Max Uplift 2=-84(LC 12),4=-88(LC 12),5=-3 (LC 12) Max Gray 2=337(LC 1),4=154(LC 1),5=119 (LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28,2-10=-184/0,3-10=-158/0, 3-11=-64/21,4-11=-58/49 BOT CHORD 2-6=-48/113,3-6=-53/145,3-5=-5/3 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.0psf;BCDL=5.Opsf;h=25ft; Cat.II;Exp B;End.,GCpi=0.18;MWFRS(envelope) exterior zone and C-C Exterior(2)-1-4-0 to 1-8-0, Interior(1)1-8-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss has been designed for a live load of 20.0psf Thomas A.Albani PE No.39380 on the bottom chord in all areas where a rectangle MiTek USA,Inc.FL Cert 6634 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6904 Parke East Blvd.Tampa FL 33610 Date: August 29,2019 wig A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev.100312015 BEFORE USE. Design valid for use only with MTekia connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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,seeANSI/IPI1 Quality Criteria.DSI-89 and SCSI Bolding Component 6904 Parke East Blvd. Safety Informatbrpvailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type '— Qty Ply Stock St.Townhomes T17989293 E0506 EJ04 Jack-Closed Girder 1 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:36 Page:1 ID:jwTCsz4eEC_BGIAOVKNLrczGe_U-R_zslEkyMj9T?F?zkJgMlb?n6FsWxDzQKOYAgAyjGC2 500 2x4 n 12 2 5 —% IIIIRMO 3 6 7 3x6= 2x4 HTU26 HTU26 5-0-0 Scale=1:25.9 Plate Offsets(X,Y): [1:0-3-0,0-1-11] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) 1/defl Lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.05 3-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.09 3-5 >625 180 BCLL 0.0* Rep Stress lncr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:22 lb FT=20% LUMBER 8) Use Simpson Strong-Tie HTU26(20-10d Girder, TOP CHORD 2x4 SP No.2 11-10dx1 1/2 Truss,Single Ply Girder)or equivalent BOT CHORD 2x6 SP No.2 spaced at 2-0-0 oc max.starting at 2-0-12 from the left WEBS 2x4 SP No.3 end to 4-0-12 to connect truss(es)to back face of BRACING bottom chord. TOP CHORD Structural wood sheathing directly applied or 9) Fill all nail holes where hanger is in contact with lumber. 5-0-0 oc purlins, except end verticals. 10)In the LOAD CASE(S)section,loads applied to the face BOT CHORD Rigid ceiling directly applied or 10-0-0 oc of the truss are noted as front(F)or back(B). bracing. LOAD CASE(S) Standard REACTIONS (lb/size) 1=481/0-3-8,3=696/Mechanical 1) Dead+Roof Live(balanced):Lumber Increase=1.25, Max Horiz 1=83(LC 5) Plate Increase=1.25 Max Uplift 1=-116(LC 8),3=-185(LC 8) Uniform Loads(lb/ft) FORCES (lb)-Maximum Compression/Maximum Vert:1-2=-54,1-3=-20 Concentrated Loads(lb) Tension Vert:6=-408(B),7=-410(B) TOP CHORD 1-2=-66/41,2-3=-127/62 BOT CHORD 1-6=-27/25,6-7=-27/20,3-7=-27/20 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) exterior zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Bearings are assumed to be:Joint 1 SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s)for truss to truss connections. Thomas A.Albani PE No.39380 7) Provide mechanical connection(by others)of truss to MiTek USA,Inc.FL Cert 6634 bearing plate capable of withstanding 116 lb uplift at joint 6904 Parke East Blvd.Tampa FL 33610 1 and 185 lb uplift at joint 3. Date: August 29,2019 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.imams BEFORE USE. ��- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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,seeANSVTPl1 Quality CdNda,DS11a9 and ICS Building Component 6904 Parke East Blvd. Safety Informationavallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type t- Qty Ply Stock St.Townhomes T17989294 E0506 EJ06 Jack-Open 2 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:36 Page:1 ID:r9Ehoc18AzUmn7sFGVJPhmzGe_Y-vAXEWala71 HKdPa910LbapY_kfKlggDaYgljMcyjGC1 -1-4-0 5-0-0 1-4-0 5-0-0 12 3 5 8 2 1 ' 4 3x4= 5-0-0 Scale=1:22.5 Loading (psf) Spacing 2-0-0 CSI ' DEFL in (lac) 1/defl Ud PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0' Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:18 lb FT=20% LUMBER 7) Provide mechanical connection(by others)of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 70 lb uplift at joint BOT CHORD 2x4 SP No.2 3 and 73 lb uplift at joint 2. BRACING LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=264/0-3-8,3=113/Mechanical, 4=60/Mechanical Max Horiz 2=98(LC 12) Max Uplift 2=-73(LC 12),3=-70(LC 12) Max Gray 2=264(LC 1),3=113(LC 1),4=87 (LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28,2-8=-72/16,3-8=-51/35 BOT CHORD 2-4=-41/73 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) exterior zone and C-C Exterior(2)-1-4-0 to 1-8-0, Interior(1)1-8-0 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Bearings are assumed to be:,Joint 2 SP No.2 crushing Thomas A.Albani PE No.39380 capacity of 565 psi. MiTek USA,Inc.FL.Cert 6634 6) Refer to girder(s)for truss to truss connections. 6904 Parke East Blvd.Tampa FL 33610 Date: August 29,2019 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1a032015 BEFORE USE. 1111111• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is tor 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 Milek 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,seeANSVWPII Quality Cdteda,DS$49 and SCSI Bolding Component 6904 Parke East Blvd. Safety hdonnationovallable from Truss Rate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type - Qty Ply Stock St.Tawnhomes • T17989295 E0506 F01 Floor Supported Gable 1 1 Job Reference(optional) G_leckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:36 Page:1 ID:cijjhL89HOUdkMTnkASH?SzGe_Q-vAXEW aIa71 HKdPa910LbapY1 ZfNCggkaYgljMcyjGC1 12e Og I 13-5-6 I la 354= 3x6 FP 3x4= 1 2 3 45 6 7 8 9 10 11 12 1314 15 16 Il \ / �I C 32, II _ •I G V V 1 II II .:i i:4,,.+:••.•.•.•••••••.:.!...•i Job Truss Truss Type Qty Ply Stock St.Townhomes T17989296 E0506 F02 Floor 11 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 S Jun 11 2019 Print:8.310 S Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:37 Page:1 ID:7V9LU?7XW7Mm7CubATx2TEzGe_R-NM5cjwmDuLPBFZ9Lsksg704113XLP?UjnK1 Gu3yjGC0 1-3-0 I I084I 0{I}6 I 2-3-12 I 5x6= 0{1}8 [2x4= 3x6= 3x4= 3x4= 2x46 2x4= 1 2 3 4 5 6 7 8 9 iii\ / \ /_\/ \/ / \ /lc 201 I . , •- �10 l 19 18 17 16 15 14 13 12 11 2x4 a 3x4= 3x4= 2x4 n 5x6= 11-9-12 10-6-0 10-6-0 I Ili-0-02I 16-012 1-3-12 Scale=1:37.1 Plate Offsets(X,Y): [1:Edge,0-1-8],[5:0-1-8,Edge],[6:0-1-8,Edge],[9:0-1-8,Edge],[10:Edge,0-1-8],[13:0-1-8,Edge],[14:0-1-8,Edge],[20:Edge,0-1-8],[21:0-1-8,0-1-0],[22:0-1-8,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.29 14-15 >765 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT) -0.39 14-15 >568 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.05 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:106 lb FT=20%F,11%E LUMBER 6) Recommend 2x6 strongbacks,on edge,spaced at TOP CHORD 2x4 SP DSS(flat) 10-00-00 oc and fastened to each truss with 3-10d BOT CHORD 2x4 SP DSS(flat) (0.131"X 3")nails. Strongbacks to be attached to walls WEBS 2x4 SP No.3(flat) at their outer ends or restrained by other means. OTHERS 2x4 SP No.3(flat) LOAD CASE(S) Standard 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) 10=1018/0-2-12,20=1018/0-2-12 FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 20-21=-1013/0,1-21=-1012/0, 10-22=-1021/0,9-22=-1020/0,1-2=-817/0, 2-3=-2020/0,3-4=-2791/0,4-5=-3057/0, 5-6=-2898/0,6-7=-2898/0,7-8=-1993/0, 8-9=-825/0 BOT CHORD 19-20=0/41,18-19=0/1538,17-18=0/2509, 16-17=0/2509,15-16=0/3062,14-15=0/2898, 13-14=0/2898,12-13=0/2519,11-12=0/1534, 10-11=0/41 WEBS 6-13=-667/0,1-19=0/1196,2-19=-1146/0, 2-18=0/766,3-18=-753/0,3-17=0/20, 3-16=0/436,4-16=-430/0,4-15=-123/228, 5-15=-197/421,9-11=0/1210,8-11=-1125/0, 8-12=0/728,7-12=-836/0,7-13=0/1072, 5-14=-329/5 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 4x6 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 5 degree rotation about its center. Thomas A.Albani PE No.39380 4) All bearings are assumed to be SP DSS crushing capacity of 660 psi. MiTek USA,Inc.FL Cert 6834 5) Provide mechanical connection(by others)of truss to 6904 Parke East Blvd.Tampa FL 33610 bearing plate at joint(s)20,10. Date: August 29,2019 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,seeANSUIPI1 Quality Criteria,DS$49 and SCSI Belding Component 6904 Parke East Blvd. Safety ktfonnallonavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type ►• I Qty Ply Stock St.Townhomes • T17989297 E0506 F03 Floor 3 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 S Jun 11 2019 Print:8.310 S Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:37 Page:1 ID:7V9LU?7XW7Mm7CubAT12TEzGe_R-NM5cjwmDuLPBFZ9Lsksg704443V0P?QinK1 Gu3yjGC0 130 1 0-7d 0-&4 041-8 101001 1 2-0-0 1 018 354= 2x4= 3x6= 3x4: 2x4 rr 3x4= 2x4= j:\A3'\ / \ /5\ /4 7 8 9 10 o 0 /\ / \ / \ /` 20 18 17 18 15 14 13 12 3x4= 354= 3x6= 3x6= 2x46 354= 4 11-9-12 3-8- 8-10-8 I 3-8-8 I 10-9-127--4 I 1 12-9-12 I 1 6-0-12 1 1-0-0 Scale=1:37.1 Plate Offsets(X,Y): [6:0-1-8,Edge],[7:0-1-8,Edge],[10:0-1-8,Edge],[14:0-1-8,Edge],[15:0-1-8,Edge],[22:0-1-8,0-1-0],[23:0-1-8,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/defl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.09 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT) -0.12 13-14 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.52 Horz(CT) 0.02 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:110 lb FT=20%F,11%E LUMBER 3) Plates checked for a plus or minus 5 degree rotation TOP CHORD 2x4 SP No.2(flat) about its center. BOT CHORD 2x4 SP No.2(flat) 4) All bearings are assumed to be SP No.2 crushing WEBS 2x4 SP No.3(flat) capacity of 565 psi. OTHERS 2x4 SP No.3(flat) 5) Provide mechanical connection(by others)of truss to BRACING bearing plate at joint(s)21,11. TOP CHORD Structural wood sheathing directly applied or 6) Provide mechanical connection(by others)of truss to 6-0-0 oc purlins, except end verticals, bearing plate capable of withstanding 437 lb uplift at BOT CHORD Rigid ceiling directly applied or 10-0-0 oc joint 21. bracing, Except: 7) Recommend 2x6 strongbacks,on edge,spaced at 6-0-0 oc bracing:20-21,19-20,18-19. 10-00-00 oc and fastened to each truss with 3-10d REACTIONS (lb/size) 11=703/0-2-12,19=1637/0-3-8, (0.131"X 3")nails. Strongbacks to be attached to walls 21=-304/0-2-12 at their outer ends or restrained by other means. Max Uplift 21=437(LC 4) 8) CAUTION,Do not erect truss backwards. Max Gray 11=705(LC 4),19=1637(LC 1), LOAD CASE(S) Standard 21=52(LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 21-22=-47/442,1-22=-47/442,11-23=-699/0, 10-23=-698/0,1-2=0/413,2-3=0/1201, 3-4=0/554,4-5=-683/0,5-6=-1318/0, 6-7=-1460/0,7-8=-1460/0,8-9=-1238/0, 9-10=-537/0 BOT CHORD 20-21=-18/2,19-20=-802/0,18-19=-1201/0, 17-18=0/301,16-17=0/1080,15-16=0/1460, 14-15=0/1460,13-14=0/1436,12-13=0/1007, 11-12=0/28 WEBS 3-19=-978/0,6-15=-37/173,7-14=-186/6, 1-20=-609/0,2-20=0/619,2-19=-805/0, 10-12=0/784,9-12=-747/0,9-13=0/367, 8-13=-315/0,8-14=-79/257,3-18=0/1083, 4-18=-1027/0,4-17=0/670,5-17=-632/0, 5-16=0/388,6-16=-430/0 NOTES Thomas A.Albani PE No.39380 1) Unbalanced floor live loads have been considered for this design. Mitek USA.Inc.FL Cert 6634 2) All plates are 4x6 MT20 unless otherwise indicated. 6904 Parke East Blvd.Tampa FL 33610 Date' August 29,2019 I -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.1003/1015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,seeANSVIPII Quality Criteria,DS$49 and SCSI SuMditg Component 6904 Parke East Blvd. Safety In/annallarravailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Stock St.Townhomes T17989298 E0506 F04 Floor 3 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 S Jun 11 2019 Print:8.310 S Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:38 Page:1 ID:7V9LU?7XW 7Mm7CubATx2TEzGe_R-rZf_xFnrfeX2sjkYPRN3IEdFYTy78UIs0_ngQVyjGC? I 1-3-0 I I 2-0-0 0{1}8 I 0-8-4 I 0{1}8 4x6= 13-6-121 [I 4x6= 2x4 2x4= 3x4= 3x4= 4x6= 2x4 n 3x4= 4x6= 1 2 3 4 5 6 7 8 • I tl J. ' / \ 917 .r �I ... SII • 9 16 15 14 13 12 11 10 3x4= 3x4= 4x6= 3x4= 4x6= 44= 3x4= 4x6= 2x4 ii 8-2-4 -2-4 7-2-4 I17-0-0 I 15-3-0 6-0-12 7-2 4 1-0-0 Scale=1:34.1 Plate Offsets(X,Y): [1:Edge,0-1-8],[4:0-1-8,Edge],[5:0-1-8,Edge],[8:0-1-8,Edge],[12:0-1-8,Edge],[13:0-1-8,Edge],[18:0-1-8,0-1-0],[19:0-1-8,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.11 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT) -0.14 13-14 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.45 Horz(CT) 0.02 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:87 lb FT=20%F,11%E LUMBER 6) Recommend 2x6 strongbacks,on edge,spaced at TOP CHORD 2x4 SP No.2(flat) 10-00-00 oc and fastened to each truss with 3-10d BOT CHORD 2x4 SP DSS(flat) (0.131"X 3")nails. Strongbacks to be attached to walls WEBS 2x4 SP No.3(flat) at their outer ends or restrained by other means. OTHERS 2x4 SP No.3(flat) LOAD CASE(S) Standard 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) 9=819/0-2-12,17=819/0-2-12 FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 17-18=-814/0,1-18=-813/0,9-19=-816/0, 8-19=-815/0,1-2=-639/0,2-3=-1522/0, 3-4=-1949/0,4-5=-1970/0,5-6=-1970/0, 6-7=-1513/0,7-8=-641/0 BOT CHORD 16-17=0/33,15-16=0/1198,14-15=0/1827, 13-14=0/1970,12-13=0/1970,11-12=0/1831, 10-11=0/1199,9-10=0/33 WEBS 4-13=-267/136,5-12=-323/0,1-16=0/934, 2-16=-889/0,2-15=0/514,3-15=-484/0, 3-14=0/322,4-14=-345/185,8-10=0/939, 7-10=-885/0,7-11=0/500,6-11=-504/0, 6-12=0/540 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 4x6 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) All bearings are assumed to be SP DSS crushing capacity of 660 psi. 5) Provide mechanical connection(by others)of truss to Thomas A.Albani PE No.39380 bearing plate at joint(s)17,9. MiTek LISA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 29,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/73/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component.not till 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,seeANSVTP11 Quality Ci teda,05649 and SCSI Suldtng Component 6904 Parke East Blvd. Safety Informallonavailable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 , Job Truss Truss Type 1 ~ " ' • Qty Ply Stock St.Townhomes T17989299 E0506 F05 Floor 3 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 S Jun 11 2019 Print:8.310 S Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:38 Page:1 I D:cijjh L89HQUdkMTnkASH?SzGe_O-rZt_xFn rf eX2sjkYP R N3f Ed E8Tge8 VjsO_ngQ VyjGC? 10.7-01 0.71 or 1 2-0-0 7-12 0-8-4 0{1}8 2x4 ii �j 4x6. 1 1-3-0 I 1 2-0-0 1 2x4= 2x4= 4x6= 2x4 a 4x6= 1 2 3 4 5 6 7 8 9 10 ]t ro °° ./ \/� / of 20=11 • 1 w4 .. • `. . . ;11 x�7 19 18 j 16 15 14 13 12 4x6= 2x4 k 2x4 a 4x6= 4x6= 8-2-4 3-9-8 7-2-4 15-3-0 1 3-9-8 1 3-4-12 1 1 9 0 -0 I 6-0-12 1 1-0-0 Scale=1:36.2 [1:Edge,0-1-8],[1:0-1-8,0-1-0],[2:0-1-8,Edge],[3:0-1-8,Edge],[6:0-1-8,Edge],[7:0-1-8,Edge],[10:0-1-8,Edge],[14:0-1-8,Edge],[15:0-1-8,Edge],[18:0-1-8,Edge], Plate Offsets(X,Y): [19:0-1-8,Edge],121:0-1-8,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/defl Ud PLATES GRIP TCLL 40.0 ' Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.11 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) -0.14 13-14 >966 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.02 11 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:92 lb FT=20%F,11%E LUMBER 5) Provide mechanical connection(by others)of truss to TOP CHORD 2x4 SP No.2(flat) bearing plate at joint(s)20,11. BOT CHORD 2x4 SP No.2(flat) 6) Recommend 2x6 strongbacks,on edge,spaced at WEBS 2x4 SP No.3(flat) 10-00-00 oc and fastened to each truss with 3-10d OTHERS 2x4 SP No.3(flat) (0.131"X 3")nails. Strongbacks to be attached to walls BRACING at their outer ends or restrained by other means. TOP CHORD Structural wood sheathing directly applied or 7) CAUTION,Do not erect truss backwards. 6-0-0 oc purlins, except end verticals. LOAD CASE(S) Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 11=620/0-2-12,17=811/0-3-8, 20=212/0-2-12 Max Gray 11=622(LC 7),17=812(LC 8), 20=232(LC 10) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-20=-252/0,11-21=-615/0,10-21=-614/0, 1-2=-136/0,2-3=-136/0,3-4=-90/31, 4-5_90/31,5-6=-855/0,6-7=-1092/0, 7-8=-1092/0,8-9=-1039/0,9-10=-461/0 BOT CHORD 19-20=0/0,18-19=0/136,17-18=0/136, 16-17=0/521,15-16=0/1092,14-15=0/1092, 13-14=0/1155,12-13=0/868,11-12=0/25 WEBS 4-17=-110/0,6-15=0/254,7-14=-112/93, 1-19=0/305,3-17=-250/12,2-19=-220/0, 3-18=-37/28,5-17=-703/0,5-16=0/535, 6-16=-587/0,10-12=0/673,9-12=-646/0, 9-13=0/271,8-13=-184/0,8-14=-229/132 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 5 degree rotation about its center. Thomas A.Albani PE No.39380 4) All bearings are assumed to be SP No.2 crushing MiTek USA,Inc.FL Cert 6634 capacity of 565 psi. 6904 Parke East Blvd.Tampa FL 33610 Oats: August 29,2019 __ A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIM-7473 rev.10v32015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,seeAN$l/Iryl Qualify Cdtesa,DS$49 and SCSI Balding Component 6904 Parke East Blvd. Safety Infonnallanovailable from Truss Rate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I > Qty Ply Stock St.Townhomes • T17989302 E0506 FTO8 Flat Girder 1 2 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 S Jun 11 2019 Print:8.310 S Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:39 Page:1 ID:L8Swb9yW xaOl cJcTxtLTrdyjel i-JIDM8bnTPyfvUtJkz9uICRAWtHhty20FeW NzxyjGC_ C;Ca 2-100 I 22 229 11-5-09 I I 01118o 3x6 ii 5x8= 3x6 n 5x8= 3x6 ii 6a 2 3 6a 4 6a 5 il N<1 a • - eo 0 m v e e • • e o — re • o e 10 3— — e 6 9 I1 8 12 7 13 5x8= 5x8= 3x6 ii 5x8= 3x6 it HTU26 HTU26 HTU26 HTU26 HTU26 2-11-8 5-9-4 I 8-7-0 I 11-6-8 2-11-8 2-9-12 2-9-12 2-11-8 Scale=1:26.6 Plate Offsets(X,Y): [5:Edge,0-2-0],[6:0-3-0,0-2-8],[10:0-3-0,0-2-8] Loading (psf) Spacing 2-0-0 1 CSI DEFL in (lac) I/defl Lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.03 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.09 8 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.38 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:133 lb FT=20% LUMBER 3) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vert:8=-109(F),11=-109(F),12=-109(F),13=-109 TOP CHORD 2x4 SP No.2 Vasd=101 mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; (F) BOT CHORD 2x6 SP No.2 Cat.Il;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) 2) Dead+0.75 Roof Live(balanced):Lumber WEBS 2x4 SP No.3 exterior zone;cantilever left and right exposed;end Increase=1.25,Plate Increase=1.25 BRACING vertical left and right exposed;Lumber DOL=1.60 plate Uniform Loads(lb/ft) TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-5, except grip DOL=1.60 Vert:1-5=-269(F=-225),6-10=-20 end verticals. 4) Provide adequate drainage to prevent water ponding. Concentrated Loads(Ib) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 5) Plates checked for a plus or minus 5 degree rotation Vert:8=-92(F),11=-92(F),12=-92(F),13=-92(F) bracing. about its center. 3) Dead+Uninhabitable Attic Without Storage:Lumber REACTIONS (lb/size) 6=1629/0-2-12,10=1564/0-2-12 6) This truss has been designed for a 10.0 psf bottom Increase=1.25,Plate Increase=1.25 Max Horiz 10=47(LC 7) chord live load nonconcurrent with any other live loads. Uniform Loads(Ib/ft) Max Gray 6=1838(LC 2),10=1783(LC 2) 7) *This truss has been designed for a live load of 20.0psf Vert:1-5=-185(F=-171),6-10=-40 on the bottom chord in all areas where a rectangle Concentrated Loads(Ib) FORCES (Ib)-Maximum Compression/Maximum 3-06-00 tall by 2-00-00 wide will fit between the bottom Vert:8=-61 (F),11=-61 (F),12=-61 (F),13=-61 (F) Tension chord and any other members. TOP CHORD 1-10=-356/0,1-2=-147/0,2-3=-3971/0, 8) All bearings are assumed to be SP No.2 crushing In4) Dead+ =1 MWFRS Wind(Pos. Eternal)Left:Lumber 3-4=-3971/0,4-5=-154/0,5-6=-358/0 capacity of 565 psi. Uniform Lads Plate Increase=1.60 BOT CHORD 9-10=0/3017,9-11=0/3017,8-11=0/3017, 9) Provide mechanical connection(by others)of truss to Uniform Loads(lb/ft) 8-12=0/3080,7-12=0/3080,7-13=0/3080, bearing plate at joint(s)10,6. Vert:1-5=-140(F=-171),6-10=-10 6-13=0/3080 10)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14, Horz:1-10=16,5-6=20 WEBS 2-10=-3158/0,2-9=-39/126,2-8=0/1050, 15,16,17,18 has/have been modified.Building Concentrated Loads(Ib) 3-8=-708/0,4-8=0/981,4-7=-69/167, designer must review loads to verify that they are Vert:8=47(F),11=47(F),12=47(F),13=47(F) 4-6=-3220/0 correct for the intended use of this truss. NOTES 11)Graphical purlin representation does not depict the size 1) 2-ply truss to be connected together with 10d or the orientation of the purlin along the top and/or (0.131"x3")nails as follows: bottom chord. Top chords connected as follows:2x4-1 row at 0-8-0 12)Use Simpson Strong-Tie HTU26(20-10d Girder, oc. 11-10dx1 1/2 Truss,Single Ply Girder)or equivalent Bottom chords connected as follows:2x6-2 rows spaced at 2-0-0 oc max.starting at 1-6-8 from the left staggered at 0-9-0 oc. end to 9-6-8 to connect truss(es)to front face of bottom Web connected as follows:2x4-1 row at 0-9-0 oc. chord. 2) All loads are considered equally applied to all plies, 13)Fill all nail holes where hanger is in contact with lumber. except if noted as front(F)or back(B)face in the LOAD LOAD CASE(S) Standard CASE(S)section.Ply to ply connections have been 1) Dead+Roof Live(balanced):Lumber Increase=1.25, provided to distribute only loads noted as(F)or(B), Plate Increase=1.25 Thomas A.Albani PE No.39380 unless otherwise indicated. Uniform Loads(lb/ft) MiTek USA,Inc.FL Cert 6634 Vert:1-5=-225(F=-171),6-10=-20 6904 Parke East Blvd.Tampa FL 33610 Concentrated Loads(Ib) Date: August 29,2019 t.ununueu til r Kaye C __ A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M#-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,seeANSVwP11 Quality CMeda,DS549 and SCSI MON;Component 6904 Parke East Blvd. Safety fnfofmatlofavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type -I- Qty Ply Stock St.Townhomes • 117989302 E0506 FT08 Flat Girder 1 2 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 S Jun 11 2019 Print:8.310 S Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:39 Page:2 ID:L8Swb9yW xaO1 cJcTxtLTrdyjel i-JIDM8bnTPyfvUtJkz9uICRAVVtHhty2OFeW NzxyjGC_ 5) Dead+0.6 MWFRS Wind(Pos.Internal)Right: Horz:1-10=20,5-6=7 Lumber Increase=1.60,Plate Increase=1.60 Concentrated Loads(Ib) Uniform Loads(Ib/ft) Vert:8=40(F),11=40(F),12=40(F),13=40(F) Vert:1-5=-140(F=-171),6-10=-10 16) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind Horz:1-10=-20,5-6=-16 (Neg.Int)Right):Lumber Increase=1.60,Plate Concentrated Loads(Ib) Increase=1.60 Vert:8=47(F),11=47(F),12=47(F),13=47(F) Uniform Loads(lb/ft) 6) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Vert:1-5=-248(F=-225),6-10=-20 Increase=1.60,Plate Increase=1.60 Horz:1-10=-7,5-6=-20 Uniform Loads(Ib/ft) Concentrated Loads(lb) Vert:1-5=-157(F=-171),6-10=-20 Vert:8=40(F),11=40(F),12=40(F),13=40(F) Horz:1-10=27,5-6=9 17) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind Concentrated Loads(Ib) (Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Vert:8=57(F),11=57(F),12=57(F),13=57(F) Increase=1.60 7) Dead+0.6 MWFRS Wind(Neg.Internal)Right: Uniform Loads(lb/ft) Lumber Increase=1.60,Plate Increase=1.60 Vert:1-5=-248(F=-225),6-10=-20 Uniform Loads(lb/ft) Horz:1-10=18,5-6=6 Vert:1-5=-157(F=-171),6-10=-20 Concentrated Loads(Ib) Horz:1-10=-9,5-6=-27 Vert:8=40(F),11=40(F),12=40(F),13=40(F) Concentrated Loads(Ib) 18) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind Vert:8=57(F),11=57(F),12=57(F),13=57(F) (Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate 8) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel: Increase=1.60 Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Uniform Loads(Ib/ft) Vert:1-5=-248(F=-225),6-10=-20 Vert:1-5=-140(F=-171),6-10=-10 Horz:1-10=-6,5-6=-18 Horz:1-10=13,5-6=19 Concentrated Loads(Ib) Concentrated Loads(Ib) Vert:8=40(F),11=40(F),12=40(F),13=40(F) Vert:8=47(F),11=47(F),12=47(F),13=47(F) 9) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel: Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-5=-140(F=-171),6-10=-10 Horz:1-10=-19,5-6=-13 Concentrated Loads(lb) Vert:8=47(F),11=47(F),12=47(F),13=47(F) 10) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel: Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-5=-140(F=-171),6-10=-10 Horz:1-10=13,5-6=19 Concentrated Loads(Ib) Vert:8=47(F),11=47(F),12=47(F),13=47(F) 11) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel: Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(Ib/ft) Vert:1-5=-140(F=-171),6-10=-10 Horz:1-10=-19,5-6=-13 Concentrated Loads(Ib) Vert:8=47(F),11=47(F),12=47(F),13=47(F) 12) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel: Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-5=-157(F=-171),6-10=-20 Horz:1-10=24,5-6=8 Concentrated Loads(Ib) Vert:8=57(F),11=57(F),12=57(F),13=57(F) 13) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel: Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-5=-157(F=-171),6-10=-20 Horz:1-10=-8,5-6=-24 Concentrated Loads(Ib) Vert:8=57(F),11=57(F),12=57(F),13=57(F) 14) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt. metal=0.90 Uniform Loads(lb/ft) Vert:1-5=-257(F=-243),6-10=-20 Concentrated Loads(Ib) Vert:8=-42(F),11=-42(F),12=-42(F),13=-42(F) 15) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind (Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(lb/ft) Vert:1-5=-248(F=-225),6-10=-20 t � A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.1003/2015 BEFORE USE. tat Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MIRek' 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 brocing of trusses and truss systems,seeANSI/IPI1 Quality Criteria.DS1149 and SCSI Balding Component 6904 Parke East Blvd. Safety Infonnallonovailoble from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r 6 Qty Ply Stock St.Townhomes • T17989303 E0506 HJO1 Diagonal Hip Girder 1 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:40 Page:1 I D:Fkvged40TusKebbgxds6lOzGe_V-nxnILxo5AGnm61 uwXsPXkf if M GdreOB9TI GwUNyiGBz 11-10-10 1 -10-10 I 5-3-5 I 94.7-93 3.54 1r NAILED NAILED NAILED NAILED NAILED 4 1 NAILED 3x4= 13 3 I 12 m A A n 2 11'/ M / .t �s 14 15 7 16 6 5 3x4= 2x4 a 304= NAILED NAILED NAILED NAILED NAILED NAILED I 5-3-5 I 9-4-6 10-1 5-3-5 4-1-1 -6- Scale=1:39.9 Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/defl Lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0' Rep Stress Incr NO WB 0.39 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:42 lb FT=20% LUMBER 6) Refer to girder(s)for truss to truss connections. TOP CHORD 2x4 SP No.2 7) Provide mechanical connection(by others)of truss to BOT CHORD 2x4 SP No.2 bearing plate capable of withstanding 78 lb uplift at joint WEBS 2x4 SP No.3 4,177 lb uplift at joint 2 and 58 lb uplift at joint 5. BRACING 8) "NAILED"indicates Girder:3-10d(0.148"x 3") toe-nails TOP CHORD Structural wood sheathing directly applied or per NDS guidelines. 6-0-0 oc purlins. 9) In the LOAD CASE(S)section,loads applied to the face BOT CHORD Rigid ceiling directly applied or 10-0-0 oc of the truss are noted as front(F)or back(B). bracing. LOAD CASE(S) Standard REACTIONS (lb/size) 2=522/0-4-15,4=121/Mechanical, 1) Dead+Roof Live(balanced):Lumber Increase=1.25, 5=335/Mechanical Plate Increase=1.25 Max Horiz 2=141 (LC 4) Uniform Loads(lb/ft) Max Uplift 2=-177(LC 4),4=-78(LC 4),5=-58 Vert:1-4=-54,5-8=-20 (LC 8) Concentrated Loads(Ib) FORCES (Ib)-Maximum Compression/Maximum Vert:13=-73(F=-36,B=-36),15=-12(F=-6,B=-6), Tension 16=-63(F=-31,B=-31) TOP CHORD 1-2=0/29,2-11=-871/157,11-12=-853/163, 3-12=-818/166,3-13=-56/20,4-13=-29/27 BOT CHORD 2-14=-235/818,14-15=-235/818, 7-15=-235/818,7-16=-235/818, 6-16=-235/818,5-6=0/0 WEBS 3-7=0/287,3-6=-871/250 NOTES 1) Wind:ASCE 7-10;Vult=l30mph(3-second gust) Vasd=101 mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) exterior zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom Thomas A.Albani PE No.39380 chord and any other members. MiTek USA,Inc.FL Cert 6634 5) Bearings are assumed to be:,Joint 2 SP No.2 crushing 6904 Parke East Blvd.Tampa FL 33610 capacity of 565 psi. Date: August 29,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.165311015 BEFORE USE. mit ' Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,seeAN31RP11 Quality Cdteua,05149 and SCSI Bolding Component 6904 Parke East Blvd. i Safety Ydormatlonovallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314 Tampa,FL 33610 Job Truss Truss Type r 01-1 Qty Ply Stock St.Townhomes x T17989304 E0506 HJO2 Diagonal Hip Girder 1 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:40 Page:1 ID:jwTCsz4eEC_BGIAOVKNLrczGe_U-nxnlLxo5AGnm61 uwXsPXkfiXnGZjcP09TIGwUNyjGBz 3 I 1-10-10 I 3-1-2 I 3-3-115 I 3-5-111 t� I NAILED NAILED NAILED NAILED NAILED 5 3x4 a 1 u NAILED 15 4 14 1 3 1� cti n 13 ���_ 1 rn 2 ',1�I��I�J'1 0 T A 9 07 8 18 76 1 �t�l�'a �A �/ 16 2x4 ii 3x4= 3x4 II NAILED 3x6= NAILED NAILED 658a NAILED NAILED NAILED 3-2-14 I 6-5-1 B18 1 3-2-14 3-2-3 2-11-6 Scale=1:39.5 Plate Offsets(X,Y): [2:0-3-4,Edge],[3:0-2-4,0-2-10] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) 1/defl lid PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.28 9 >419 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.46 9 >254 180 BCLL 0.0* Rep Stress Incr NO WB 0.33 Horz(CT) 0.16 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:40 lb FT=20% LUMBER 4) 'This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 SP DSS on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SP No.2*Except'9-3:2x4 SP No.3, 3-06-00 tall by 2-00-00 wide will fit between the bottom 3-6:2x4 SP DSS chord and any other members. WEBS 2x4 SP No.3 5) Bearings are assumed to be:,Joint 2 SP No.2 crushing BRACING capacity of 565 psi. TOP CHORD Structural wood sheathing directly applied or 6) Refer to girder(s)for truss to truss connections. 5-6-15 oc purlins. 7) Provide mechanical connection(by others)of truss to BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bearing plate capable of withstanding 41 lb uplift at joint bracing. 5,208 lb uplift at joint 2 and 136 lb uplift at joint 6. REACTIONS (lb/size) 2=539/0-4-15,5=58/Mechanical, 8) "NAILED"indicates Girder:3-10d(0.148"x 3") toe-nails 6=411/Mechanical per NDS guidelines. Max Horiz 2=141 (LC 4) 9) In the LOAD CASE(S)section,loads applied to the face Max Uplift 2=-208(LC 4),5=-41 (LC 4), of the truss are noted as front(F)or back(B). 6=-136(LC 8) LOAD CASE(S) Standard FORCES (Ib)-Maximum Compression/Maximum 1) Dead+Roof Live(balanced):Lumber Increase=1.25, Tension Plate Increase=1.25 TOP CHORD 1-2=0/29,2-13=-236/17,3-13=-208/2, Uniform Loads(Ib/ft) 3-14=-1135/366,4-14=-1114/373, Vert:1-3=-54,3-5=-54,9-10=-20,3-6=-20 4-15=-51/20,5-15=-29/11 Concentrated Loads(Ib) BOT CHORD 2-16=-59/197,9-16=-30/91,3-9=-51/200, Vert:14=-4(F=-2,B=-2),15=-53(F=-27,B=-27), 3-17=-427/1102,8-17=-427/1098, 17=-34(F=-17,B=-17),18=-83(F=-42,B=-42) 8-18=-430/1108,7-18=-430/1108,6-7=0/0 WEBS 4-8=-71/323,4-7=-1190/462 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; Cat.II;Exp B;End.,GCpi=0.18;MWFRS(envelope) exterior zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom Thomas A.Albani PE No.39380 chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 29,2019 IIMI A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MO-7473 rev.1003/2015 BEFORE USE. Ilegt Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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.seeANSOPI1 Quality Criteria,D8549 and BCSI Bolding Component 6904 Parke East Blvd. Safely Motmationavailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type e, ' 00 City Ply Stock St.Townhomes T17989305 E0506 HJO3 Diagonal Hip Girder 1 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.31 E Jun 11 2019 Print:8.310 E Jun 11 2019 MiTek Industries,Inc.Wed Aug 28 16:30:40 Page:1 ID:nYLSRH3OibkUOR0eNvLtmBzGe_W-nxnlLxoSAGnm61 uwXsPXkfihIGh7cTP9TIGwUNyIGBz 3-10-6 7-0-14 1-10-10 I 3-10-5 3-2-8 3.54 r NAILED NAILED NAILED NAILED 4 3x4 12 ......00111111111 1w' N 2 1i3 7 14 6 5 3x4= 2x4 rr 3x4= NAILED NAILED NAILED NAILED 3-10-5 6-6-8 0-1 3-10-5 I 2-8-3 0-6-5 Scale=1:34.5 Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.02 6-7 >999 180 BCLL 0.0' Rep Stress Incr NO WB 0.12 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:30 lb FT=20% LUMBER 7) Provide mechanical connection(by others)of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 45 lb uplift at joint BOT CHORD 2x4 SP No.2 4,147 lb uplift at joint 2 and 30 lb uplift at joint 5. WEBS 2x4 SP No.3 8) "NAILED"indicates Girder:3-10d(0.148"x 3") toe-nails BRACING per NDS guidelines. TOP CHORD Structural wood sheathing directly applied or 9) In the LOAD CASE(S)section,loads applied to the face 6-0-0 oc purlins. of the truss are noted as front(F)or back(B). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc LOAD CASE(S) Standard bracing. 1) Dead+Roof Live(balanced):Lumber Increase=1.25, REACTIONS (lb/size) 2=382/0-4-15,4=71/Mechanical, Plate Increase=1.25 5=181/Mechanical Uniform Loads(lb/ft) Max Horiz 2=109(LC 4) Vert:1-4=-54,5-8=-20 Max Uplift 2=-147(LC 4),4=-45(LC 4),5=-30 Concentrated Loads(Ib) (LC 8) Vert:14=-12(F=-6,B=-6) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29,2-11=-459/61,3-11=-440/67, 3-12=-28/6,4-12=-16/15 BOT CHORD 2-13=-114/423,7-13=-114/423, 7-14=-114/423,6-14=-114/423,5-6=0/0 WEBS 3-7=0/167,3-6=-455/123 NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; Cat.II;Exp B;End.,GCpi=0.18;MWFRS(envelope) exterior zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Thomas A.Albani PE No.39380 5) Bearings are assumed to be:,Joint 2 SP No.2 crushing MiTek USA,Inc.FL Cert 6634 capacity of 565 psi. 6904 Parke East Blvd.Tampa FL 33610 6) Refer to girder(s)for truss to truss connections. Date: August 29,2019 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mies®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,seeANSV1PII Quality Criteria,DS11-$9 and SCSI Bolding Component 6904 Parke East Blvd. Safety informaMonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 ^ Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 (Drawings not to scale) Damage or Personal Injury 1E11iDimensions are in ft-in-sixteenths. IAppl4 y plates to both sides of truss I 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. O_1/i dr 2. Truss bracing must be designed by an engineer.For strs wide truss spacing,individual lateral braces themselves WEBS 4 may require bracing,or alternative Tor I C p bracing be considered. c _ 3. Never exceedshould the design loading shown and never IrAp = stack materials on inadequately braced trusses. U PL111,/ a_ 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7-8 C5-6designer,erection supervisor,property owner and plates 0-V 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. connectorplates. 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 MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. s PLATE SIZEPRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate io.Camber is a non-structural consideration and is the t 4 x 4 width measured perpendicular ESR-1311, ESR 1352, ESR1988 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 , Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, 9 or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 Mitek®All Rights Reserved approval of an engineer. IMM reaction section indicates joint number where bearings occur. l 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. SEIM� l a.Use ofgreen or treated lumber may �r 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 Mil Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. ® isnot sufficient. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with p ekg Guide to Good Practice for Handling, ANSI/TPIgn1 ety Criteria.nmanufacture 1 Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 Eli GREAT CARE MUST BE TAKEN WHEN SETTING FLAT TRUSSES TO INSURE THAT THEY ARE NOT SET BACKWARDS OR UPSIDE DOWN. REPAIRING A FLAT TRUSS SET IMPROPERLY MIGHT NOT BE POSSIBLE WHICH WILL RESULT IN IT NEEDING TO BE REMOVED AND REINSTALLED CORRECTLY. 0 SHOP DRAWING REVIEW DISPOSITION AT`1'ENTION: Review of shop drawings is only for conformance with the design concept of the project and does not relieve the contractor of responsibility for any deviation from the requirements of the shop drawings. Contractorshall determine and verify all field measurements. XAPPROVED ❑ RETURNED FOR CORRECTION ❑ APPROVED AS NOTED ❑ RETURNED WITHOUT ACTION ❑ NOT APPROVED ❑ SEE TRANSMITTAL TIER COMMENTSSS gy _ DATE ` 0_ H(A- BERG E EERING, INC- FL CE T. 5846 11481 ST. AUGUSTINE RD. #202 JEICKSONVILLE, FL 32258 74-0 .1 11-8-0 OFFICE COPY :c 2175 W. 18th Street Jacksonville, Fl 32209 Office: 904-356-5440 www.glecklerandsons.co Customer Name Model Walk In Single family [AREVU11" Lot Subdivision iI ( 9� T-1,ckf S--" J •2i Address Stocks St.e-16t t-� OZ 37 NOV 14 2019 Building D- P -p City (-JAtf- 1�1p4165 Atlantic Beach FL 32233 Engineer of Record FLOYD SIMPSON 11481 ST AUGUSTINE ROAD, #202 JACKSONVILLEFlorida32258 LICENSE NUMBER: 50791 DESIGN CRITERIA Building Code FBC 2017 Loading Roof Floor Top Chord Live Load 20.0 Ib/ft- 40.0 lb/ft- Top Chord Dead Load 7.0Ib/ft' I0.0Ib/W Bottom Chord Live Load 0.0 Ib/ft' 0.0 lb/W Bottom Chord Dead Load 10.0 Ib/ft' S.0 Ib1W Wind Exp/Opening Cat C- Enclosed Wind Speed 130 mph ALL METAL CONNECTOR PLATES BY MITEK FL APPROVAL CODE FL2197-R6 ALL BEAMS ARE MICROLLAM 2900Fb-2.0E FL APPROVAL CODE FL6527-R9 -a- ATTENTION: CONTRACTORS, CREWS, AND FRAMERS DATE: It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. Refer to BCSI-Bl Summary Sheet - Guide for Handling Installing, Restraining, and Bracing of Trusses. DO NOT CUT OR ALTER TRUSSES. AnQuestions r discrepancies should be directed to Gleckler and Sons BuildingSupplies Components Plant at 907- y o Job pP P 356-5440 prior to erection or modification of any trusses. Gleckler and Sons Building Supplies is not liable for any Back Charges" unless approved by one of our representatives before the work creating the charge is performed J 9/9/2019 E0506 F01 F02 24" OC F03 c c a ir 1-0-0 $ AC ABOVE CHASE i 1-4-0 F05 F07 24 OC 3-7-8 3-8-8 P I1-8-0 C CHASI F06 ABOVE -8 W08, gg s 0.l � o 0 � N 74-0 .1 11-8-0 OFFICE COPY :c 2175 W. 18th Street Jacksonville, Fl 32209 Office: 904-356-5440 www.glecklerandsons.co Customer Name Model Walk In Single family [AREVU11" Lot Subdivision iI ( 9� T-1,ckf S--" J •2i Address Stocks St.e-16t t-� OZ 37 NOV 14 2019 Building D- P -p City (-JAtf- 1�1p4165 Atlantic Beach FL 32233 Engineer of Record FLOYD SIMPSON 11481 ST AUGUSTINE ROAD, #202 JACKSONVILLEFlorida32258 LICENSE NUMBER: 50791 DESIGN CRITERIA Building Code FBC 2017 Loading Roof Floor Top Chord Live Load 20.0 Ib/ft- 40.0 lb/ft- Top Chord Dead Load 7.0Ib/ft' I0.0Ib/W Bottom Chord Live Load 0.0 Ib/ft' 0.0 lb/W Bottom Chord Dead Load 10.0 Ib/ft' S.0 Ib1W Wind Exp/Opening Cat C- Enclosed Wind Speed 130 mph ALL METAL CONNECTOR PLATES BY MITEK FL APPROVAL CODE FL2197-R6 ALL BEAMS ARE MICROLLAM 2900Fb-2.0E FL APPROVAL CODE FL6527-R9 -a- ATTENTION: CONTRACTORS, CREWS, AND FRAMERS DATE: It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. Refer to BCSI-Bl Summary Sheet - Guide for Handling Installing, Restraining, and Bracing of Trusses. DO NOT CUT OR ALTER TRUSSES. AnQuestions r discrepancies should be directed to Gleckler and Sons BuildingSupplies Components Plant at 907- y o Job pP P 356-5440 prior to erection or modification of any trusses. Gleckler and Sons Building Supplies is not liable for any Back Charges" unless approved by one of our representatives before the work creating the charge is performed J 9/9/2019 E0506 MI SNOP DRAWING REVIEW DISPOSITION ATTENTION Review of shop drawings is only for conformance with oncept of the project and does not relieve the contractor the design clatlon fromthe Drawings. C13nttracotorshallll deev'termine and ver verify allrfield measfucements. APPR01'ED ❑ RETURNED FOR CORRECTION ❑ APPRO'/ED AS NOTED ❑ RETURNED WITHOUT ACTION ❑ NOTA11PROVED ❑ COMMENTTSS/MIgAL ETTER DATE— BV FL C RT. k5846 HULSBE'RG ENGINEERING, INC. IA 8KSCNVIfLLESFL 32 �g#202 OFFICE COP 2175 W. 18th Street Jacksonville, FI 32209 Office: 904-356-5440 www.glecklerandsons.co Customer Name �, Walk In B REART-1 Model R ? /r Single family Lot Subdivision 1196 Sf4Cks S -f Address Stocks St. City State - Zip Code Atlantic Beach FL 32233 Engineer of Record FLOYD SIMPSON 11481 ST AUGUSTINE ROAD, #202 JACKSONVILLEFlorida32258 LICENSE NUMBER: 50791 DESIGN CRITERIA Building Code FBC 2017 Loading Roof Floor Top Chord Live Load 20.0 Ib/W 40.0 lb& Top Chord Dead Load 7.0Ib/W 10.016/ft' Bottom Chord Live Load 0.0111h& 0.0 lb/W Bottom Chord Dead Load 10.0 Ib/ft' 1 5.0 lb/ft' Wind Exp/Opening Cat C- Enclosed Wind Speed 130 mph ALL METAL CONNECTOR PLATES BY MITEK FL APPROVAL CODE FL2197-R6 ALL BEAMS ARE MICROLLAM 290OFb-2.OE FL APPROVAL CODE FL6527-R9 Designer: Richard Tingley ATTENTION: CONTRACTORS, CREWS, AND FRAMERS DATE: 9/9/2019 It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. Refer to BCSI-BI Summary Sheet - Guide for Handling, Installing, Restraining, and Bracing of Trusses. DO NOT CUT OR ALTER TRUSSES. An Questions or T ra, discrepancies should be directed to Gleckler and Sons BuildingSupplies Components Plant at 907- 6- y Q Job # : E0 5 06 PP P 35 5440 prior to erection) or modification of any trusses. Gleckler and Sons Building Supplies is not liable for any "Back Charges" unless approved by one of our representatives before the work creating the charge is performed. Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 ft-fn:>% Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ❑ Revision to Issued Permit OR Corrections to Comments Date: LL(* Project Address: ( ( V l0 &fZ'C S Jf Contractor/Contact Name: 1-Z-10 iet- Contact Phone+)'f 2.40 6/2-g Email: ' �Okei'Ner'1 'e�oS�'tO„nes, &v a DEC 1 0 2019 Description of Proposed Revision/Corrections: ra,0k uty I C 4/1141,4,L., affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) •,W' roposed revision/corrections add additional square footage to original submittal? An No ❑ Yes (additional s.f.to be added: • W_JLproposed revision/corrections add additional increase in building value to original submittal? No ❑*yes (additional increase in building value: $ (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) L"J Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due • dejs Revision/Plan Review Comments 6.04 QS 70 /Z-h "LorSri) Campy /2'PV iS,o Cron, P/1rir 0 Q f t De....rtment Review Required: Buildii• Planning&Zoning viewed By Tree Administrator Public Works Public Utilities l 2-- Public Public Safety Date Fire Services Updated 10/17/18 • 4ti „ _ _ PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH-I-FLORIDA (*REQUIR �) *Project Address: )106 Stocks Street, Atlantic Beach FL 32233 Perm' #: kEs/9-c237 *Owner/Project Name: ASM Riverside Holdings dba Mederos Homes / Stocks Single Family As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORSdefe - 1. Swinging Plastpro f Fiberglass Door FL 1 1.1 & 15220.1 2. Sliding- SUM,Irl q ecb.lA T7cA R&eic,!asJ £ f C1 it FL'20'{I'og.2 (Avid 3. Sectional ✓✓ 4. Garage Roll-Up Clopay 9x7 Steel FL-15504.2 5. Automatic 6. Other B.WINDOWS 1. Single hung Mi Windows & Doors Vinly FL-17676.1 2. Horizontal slider Mi Windows & Doors Vinyl FL-13349.2 3. Casement 4. Double hung 5. Fixed Mi Windows & Doors Vinyl FL-18644.1 6. Awning OFFICE COPY 7. Pass-through 8. Projected REVISION 9. Mullion REVISION iV 10. BP# P i?- c .37 Wind breaker DATE la / /6 / /9' 11. Dual action SIGNED /11 12. Other Page 1 of 4 Updated 10/17/18