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RC-15-2002 (3) Project Information: ' Job Number: Martinez Truss Co., Inc. F16022901 Customer. 9280 NW South River Dr. LSP HOMES, LLC Medley, FL 33166 Name: (305) 883-6261 * Fax: (305) 885-2925 PARIS RESIDENCE Address: infoCg)martineztruss.net 11004 NW 2ND AVE City,ST,ZIP: MIAMI, FL General Truss Engineering Criteria & Design Loads Building Code and Chapter. Computer Program Used. FRC2014/TP12007 MiTek Version:7.64 Nov 1 Gravity: Gravity: 55.0 psf ROOF TOTAL LOAD N/A Wind Building Authority: 175 mph from MWFRS(Directional)/C-C hybrid Wind ASCE 7- 111 AMI DADE COUNTY Project Engineer of Record: This cover s� isCpr.,. ida Statute 61G15-31.003 in lieu of signing and sealing eac l i a t3 5rsheet of the truss designs is attached which is numberedtia ithinden' caf �)y date of each drawing. N 4 94 T d EngiAeer o ss Design aoknage JO f3TbdMN (AAtt"�et a' *7 Yllilll� X 15 -20a No. Date Truss ID# No. Date Truss ID# APR 0 7 2016 1 03/17/16 11-19 A0012273 28 03/17/16 V4 A0012300 2 03/17/16 11-19A A0012274 29 03/17/16 V8 A0012301 DV 3 03/17/16 1H11 A0012267 30 03/17/16 V12 A0012294 1�l 4 03/17/16 11-111A A0012268 31 03/17/16 V16 A0012295 5 03/17/16 11-113 A0012269 32 03/17/16 V20 A0012296 6 03/17/16 11-113A A0012270 33 03/17/16 V24 A0012297 7 03/17/16 1H15 A0012271 34 03/17/16 V26 A0012298 8 03/17/16 1 H15A A0012272 35 03/17/16 V28 A0012299 9 03/17/16 1 HG7 A0012275 10 03/17/16 1MHG7 A0012276 11 03/17/16 1 T A0012277 12 03/17/16 1 TA A0012278 13 03/17/16 1T6 A0012279 14 03/17/16 2H9 A0012282 R 15 03/17/16 21-111 A0012280 16 03/17/16 21-113 A0012281 •• ••• • • • • • •• 17 03/17/16 2HG7 A0012283 ` • • • • • • • • • •• • • • • ••• • 18 03/17/16 3HG3 A0012284 • • • • • • • • • •• ••• •• • • • •• 19 03/17/16 3T A0012285 20 03/17/16 CJ3P A0012286 21 03/17/16 CJ7 A0012287 •`• `�• • • • • • • • 22 03/17/16 J1 A0012288 •• • • •• � � • �`� � � 23 03/17/16 J1 P A0012289 ••• i• • • ` ` • • 24 03/17/16 J3 A0012290 25 03/17/16 J3P A0012291 ••• • • • • ••• • • 26 j 03/17/16 J5 A0012292 i • • • ` ` • • • • • • • • • • • • 27 1 03/17/16 J7 A0012293 • •• •• • • • •• •• ••• • • • ••• • • Page 1 of 1 Jaty Truss Truss Type aty Ply PARIS RESIDENCE 16022901 1H9 Hip 1 1 AOO12273 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 07:59:51 2016 Page 1 I D:goCnUoDUOiaS7L_L23tP3kzcLJM-RoSV9x4K_rX1 ez1_kWvzKlwW 1 jr7?5R D60Ab_Gza676 -0-p 4-6-0 9-0-0 13-8-4 18-2-12 22-7-8 22-111-0 27-5-0 31-11-0 32-111-0 1-0-0 4-6-0 4-6-0 4-8-4 4-6-8 4-4-12 0-3-8 4-6-0 4-6-0 -0- Scale= 1:64.9 4.00 12 48 = 4x8 = 1.5x4 11 4 5 356 36 8 3 1.5x4 11 1.5x4 11 34T 3 3 37 1 � 2 10 11 M LA B2 Li lu . IL, 0 0 19 18 17 16 15 14 EA04� 3x10 5:- 46 11 46 = 46 = 46 II 3x10 3x8 = , 4-6-0 9-0-013-8-4 18-2-12 22-11-0 27-5-0 31-11-0 4-6-0 4-6-0 4-8-4 4-6-8 4-8-4 4-6-0 4-6-0 Plate Offsets(X,Y)-- [1:0-2-4,0-0-121,[2:0-1-8,0-1-81,[4:0-5-4,0-1-121,[8:0-5-8,0-2-01,[10:0-1-8,0-1-81,[11:0-2-2,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.61 Vert(LL) 0.36 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.90 Vert(TL) -0.77 15-16 >500 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FRC2014frPI2007 (Matrix-M) Weight:172 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.3 4-0-4,Right 2x4 SP No.3 4-0-4 Installation guide. REACTIONS. (Ib/size) 2=1845/0-8-0 (min.0-2-3),10=1845/0-8-0 (min.0-2-3) Max Horz 2=103(LC 10) Max Uplift2=-793(LC 11),10=-793(LC 11) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-34=-3878/2071,3-34=-3828/2080,3-4=-3627/1964,4-5=-4133/2276,5-35=-4133/2276, 6-35=-4133/2276,6-36=-4133/2276,7-36=-4133/2276,7-8=-4135/2278,8-9=-3627/1963, 9-37=-3829/2080,10-37=-3878/2071 BOT CHORD 2-19=-731/1495,18-19=-1882/3632,17-18=-1657/3390,16-17=-1 657/3390, 15-16=-2019/4135,14-15=-1668/3390,13-14=-1 668/3390,12-13=-1893/3632, 10-12=-738/1495 WEBS 3-18=-292/241,9-13=-292/242,8-15=-519/1044,4-16=-516/1042,7-15=-504/341, 5-16=-436/340 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=S.Opsf;BCDL=S.Opsf;h=15ft;B=45ff;L=32ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-2-5,Interior(1)2-2-5 to 9-0-0,Exterior(2)9-0-0 to 27-5-0, Interior(1)27-5-0 to 32-11-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions s rs �.wn•Lumber . . . . . .. DOL=1.60 plate grip DOL=1.60 • . • • • � � � • 3)Provide adequate drainage to prevent water ponding. • • •• • • • • • 4)All plates are 3x4 MT20 unless otherwise indicated. •. •; • •• 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 16-0 wide will fit+• • • • •• between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)2=793, 10=793. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. G o • ; ••• •• •• • • •• : i • :�i LOAD CASE(S) Standardgo • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Job Truss Truss Type Qty [y �PARIS RESIDENCE 16022901 1H9A Hip 1 1 AOO12274 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 07:59:52 2016 Page 1 I D:goCnUoDUOiaS7L_L23tP3kzcLJM-v_OtMH5yIGfuF7cAl DQCszShm7BKkYgMLgwBWjza675 -1-0- 4-6-0 9-0-0 13-8-4 18-2-12 22-11-0 27-5-0 31-11-0 -0 4-6-0 4-6-0 4-8-4 4-6-8 4-8-4 4-6-0 4-6-0 Scale= 1:60.4 4.00 12 4x8 = 1,5x4 11 4x8 = 4 5 33 6 7 8 ------------ 14 1.5x4 II 32 3V J3 V13 3 4 34 r to �t 1 2 1 10 r M Z �X� Llt� Ri XIB32 — 11 I ' 6 6 18 17 16 15 14 13 12 11 3x10 46 11 4x6 = 4x6 = 4x6 I I 3x10 3x8 = 4-6-0 9 0-0 13-8-4 18-2-12 22-11-0 27 10 31-11-0 4-6-0 4-6-6 4-8-4 4-6-8 4-8 4 4-6-0 Plate Offsets(X Y)-- [1:0-2-2,0-0-121,[20-1-8,0-1-81,[4:0-5-4 0-1-121 [8:0-5-8,0-2-01,[10:0-1-11,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.61 Vert(LL) 0.36 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.90 Vert(TL) -0.77 14-15 >499 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:170 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-4 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.3 4-0-4,Right 2x4 SP No.3 4-0-4 Installation guide. REACTIONS. (Ib/size) 10=1753/0-8-0 (min.0-2-1),2=1848/0-8-0 (min.0-2-3) Max Horz 2=104(LC 10) Max Upliftl0=-702(LC 11),2=-795(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-32=-3884/208613-32=-3835/2096,3-4=-3634/198114-5=-4143/230115-33=-4143/2301I 6-33=-4143/2301,6-7=-4143/2301,7-8=-4148/2311,8-9=-3644/1972,9-34=-3864/2101, 10-34=-3921/2095 BOT CHORD 2-18=-765/1498,17-18=-1937/3638,16-17=-1 714/3396,15-16=-1714/3396, 14-15=-2082/4148,13-14=-1694/3406,12-13=-1 694/3406,11-12=-1931/3674, 10-11=-869/1597 WEBS 3-17=-292/239,9-12=-320/255,8-14=-509/1043,4-15=-518/1047,7-14=-504/335, 5-15=-436/340 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=32ft;eave=4ft;Cat.Il; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-2-5,Interior(1)2-2-5 to 9-0-0,Exterior(2)9-0-0 to 27-5-0, Interior(1)27-5-0 to 31-11-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DQL=1 kO • • ••• •• 3)Provide adequate dwairegePto$rei4vw4ter ponding. 4)All plates are 3,A M:2jur-es- ewisa imdicated. 5)'This truss has been designeR foP:Rvejoag ofVj0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bdAmbh&d Ad any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)10=702, 2=795. 7)"Semi-rigidpitchbreaks including heels"MerR"e%cMijity model was used in the analysis and design of this truss. • • • • • • • LOAD CASSIS):Standard• : : •• • . :•• • • ••• • • • • ••• • • • • • • • • • • Job' Truss Truss Type Qty Ply PARIS RESIDENCE 16022901 1H11 Hip 1 1 A0O12267 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 07:59:53 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-OBZFad6bWZoltHBMnryRPA?pLWXbT?xWaKfh29za674 22-11-0 a 0-p 4416--90 -6 0 9 0-0 11-0 0, 13 8-4 , 16 3-8 18-2 1$20-11-0 ,22-7-$, 27-5 0 31-11-0 3$-11r0 0- 4-6-0 4-6-0 2 0 0 2 8 4 2 7-4 1 11 4 2-8-4 1-8-8 4-6-0 4-6-0 -0 0-3-8 Scale= 1:69.3 46 = 1.5x4 I I 2x4 % 1.5x4 11 2x4 zz- 4.00 F12 48 = 1.5x4 11 1.5x4 I 46 =48 = 1.5x4 11 40 4 T 2 g 1.5x4 11 v 1.5x4 II T 3 3 3 3 9 43 r 1 2 10 �r L6 11 I� O 19 18 17 16 15 14 13 12 3x10 46 11 46 = 46 = 46 II WO 3x8 = 420 6 22-11-0 27-5-0 , 31-11-0 4-6-0 4-6 0 4-8-4 4-6-8 4 8-4 4-6-0 4-6-0 Plate Offsets(X,Y)-- [1:0-2-4,0-0-121,[2:0-1-8,0-1-81,[4:0-6-4,0-1-111,[4:0-5-4 0-1-12] [8:0-1-2,0-2-01,[8:0-5-8,0-2-01,[10:0-1-8,0-1-81,[11:0-2-2,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.81 Vert(LL) 0.36 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.90 Vert(TL) -0.77 15-16 >500 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:195 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc purlins. Except: BOT CHORD 2x4 SP No.2 2-5-0 oc bracing:4-5,7-8 WEBS 2x4 SP No.3 2-8-0 oc bracing:5-7 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-2-0 oc bracing. SLIDER Left 2x4 SP No.3 4-0-4,Right 2x4 SP No.3 4-0-4 JOINTS 1 Brace at Jt(s):7,5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1845/0-8-0 (min.0-2-3),10=1845/0-8-0 (min.0-2-3) Max Horz 2=103(LC 10) Max Uplift2=-793(LC 11),10=-793(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-40=-3878/2071,3-40=-3828/2080,3-4=-3627/1964,4-5=-4133/2276,541=4133/2276, 6-41=4133/2276,6-42=-4133/2276,7-42=-4133/2276,7-8=-4135/2278,8-9=-3627/1963, 9-43=-3829/2080,10-43=-3878/2071 BOT CHORD 2-19=-731/1495,18-19=-1882/3632,17-18=-1657/3390,16-17=-1 657/3390, 15-16=-2019/4135,14-15=-1668/3390,13-14=-1668/3390,12-13=-1893/3632, 10-12—738/1495 WEBS 3-18=-292124119-13=-292/24218-15=-519/1044,4-16=-516/1042,7-15=-504/341, 5-16=436/340 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=S.Opsf;BCDL=S.Opsf;h=15ft;B=45ft;L=32ft;eavQ4ft;,"Il; • • • •• Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-2-5,Interior(1)2-2-5 to 9-0-0,Exterior(2)9L0-0 to 2746-OR • • • • • • Interior(1)27-5-0 to 32-11-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions spown;jm4o: • DOL=1.60 plate grip DOL=1.60 • • • • • • • • • 3)Provide adequate drainage to prevent water ponding. •• 000 •• • • • •• 4)All plates are 3x4 MT20 unless otherwise indicated. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. • ••• . • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)e.4epj(jt=b)2=793, • • • • • 10=793. •• • • • • • ••• • • 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • •• • 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom Aord. ' ••• • • • LOAD CASE(S) Standard ••• • • • • ••• • • • •• •• • • • •• •• Job Truss Truss Type Qty �Ply �PARIS RESIDENCE 16022901 1H11A Hip 1 1 A0O12268 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 07:59:54 2016 Page 1 I D:goCnUoDUOiaS7L_L23tP3kzcUM-sN7dnz7DHtwcVQmZPeTgxOY_1 wtoCRAfp_P Fabza673 - -0- 4-6-0 9-0-0 11-0-0 13-8-4 15-3 18-2-12 20-11-0 2-11-q 27-5-0 31-11-0 0 4-6-0 4-6-0 2-0-0 2-8-4 1-74 2-11-4 2-8-4 2-0-0 4-6-0 4-6-0 Scale:3/16"=1' 4x6 = 1.5x4 I I 2x4 1.5x4 11 2x4 4.00 12 4x8 = 1.5x4 11 1.5x4 11 4x6 = 4x8 = 1.5x4 11 38 4T T2 8 3 9 4 ' 1.5x4 II T 3 3 3 cy; d 12 T10 Irn 18 17 16 15 14 13 12 11 3x10 4x6 II 4x6 = 4x6 = 46 11 3x1 0 3x8 = 4-6-0 9-0-0 13-8-4 18-2-12 22-11-0 27-5-0 31-11-0 4-6-0 4-6-0 14-8-4 4-6-8 4-8-4 4-6-0 4-6-0 Plate Offsets(X Y)-- [1:0-2-2,0-0-121,[2:0-1-8,0-1-81,[4:0-5-8,0-1-91,f4:0-5-4,0-1-121,[8:0-0-2,0-1-111,[8:0-5-8,0-2-0],[10:0-1-11,0-1-81,[21:0-3-0,0-241 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.82 Vert(LL) 0.36 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.90 Vert(TL) -0.7714-1 5 >499 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:192 Ib FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins. Except: BOT CHORD 2x4 SP No.2 2-5-0 oc bracing:4-5,7-8 WEBS 2x4 SP No.3 2-8-0 oc bracing:5-7 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-1-4 oc bracing. SLIDER Left 20 SP No.3 4-0-4,Right 20 SP No.3 4-0-4 JOINTS 1 Brace at Jt(s):7,5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10=1753/0-8-0 (min.0-2-1),2=1848/0-8-0 (min.0-2-3) Max Horz 2=104(LC 10) Max Uplift10=-702(LC 11),2=-795(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-38=-3884/2086,3-38=-3835/2096,3-4=3634/1981,4-5=-4143/2301,5-39=-4143/2301, 6-39=4143/2301,6-7=-4143/2301,7-8=-4148/2311,8-9=-3644/1972,9-40=-3864/2101, 10-40=-3921/2095 BOT CHORD 2-18=-765/1498,17-18=-1 937/3638,16-17=-1714/3396,15-16=-1 714/3396, 14-15=-2082/4148,13-14=-1694/3406,12-13=-1694/3406,11-12=-1931/3674, 10-11=-869/1597 WEBS 3-17=-292/239,9-12=-320/255,8-14=-509/1043,4-15=-518/1047,7-14=-504/335, 5-15=-436/340 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=32ft;eave=4ft;Cat.ll; Exp C;Encl.#GCpi=i0.14;MW FR9(dileliertal)aRcj,C-C Exterior(2)-1-0-0 to 2-2-5,Interior(1)2-2-5 to 9-0-0,Exterior(2)9-0-0 to 27-5-0, Interior(1)27-5-Qto;1 1-Q vt e6*4ANlsyer left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip la Lil.60 • • •• • 3)Provideadetlbat d injgd%are:gp1wjWpondirV. 4)All plates are 3xd M 20 unless otherwise indicated. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6)Provide meshanicaltonnec`tibq(bl others)oT Cdss OWaring plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)10=702, 2=795. • • • • • • 7)"Semi-rigid pilchlbreaks Incledirtg heblf Merro*r e4lixity model was used in the analysis and design of this truss. 8)GraphicalOpyfin r�presentaGgR doQs,gpt depic►the si"or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard • • ••• • • • • ••• • • • • • • • • • • Job' ITruss Truss Type Oty �Ply1PARIS RESIDENCE16022901 1H13 Hip 1 AOO12269 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 07:59:55 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-KZhO?J7r2B2S6aLlzM_vUb49gKC3xuRp1e8o72za672 15-7-2 18-11-0 1-0 p 4-6-0 9-0-0 301 0 1�-8r4 18-2-12, , 22-7-822-,1,1-0 27-5 0 31-11-0 32-11x0 0 4-6-0 4-6-0 4-0-0 0-8 4 2-7-10 0 8-4 3 8 8 0 8 4 6 0 4-6-0 -0 1-10-14 Scale= 1:69.3 1.5x4 11 2x4 4x6 = 1.5x4 11 2x4 4.00F1_2 4x8 = 1.5x4 11 4x6 = 4x8 = 1.5x4 I I 1.5x4 11 40 4 T 1 6 T2 8 3 W 9 1.5x4 11 1.5x4 II T3 3 3 3 1 43 12 10L9 B2 E9 71 v 11 17 O 19 18 17 16 15 14 13 12 0 3x10 , 4x6 I1 46 = x6 46 11 x 3x8 = 4-6-0 9-0-0 13-8-4 18-2-12 22-11-0 27-5-0 31-11-0 4-6-0 4-6-0 4-8-4 4-6-8 4-8-4 4-6-0 4-6-0 Plate Offsets(X,Y)-- [1:0-2-4,0-0-121,[2:0-1-8,0-1-81,[4:0-6-8,0-1-121,[4:0-5-4,0-1-121,[8:0-0-1,0-1-111,[8:0-5-8,0-2-01,[10:0-1-8,0-1-81,111:0-2-2,0-0-121 LOADING(psf) SPACING- 2-0-0 cSl. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.81 Vert(LL) 0.36 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.90 Vert(TL) -0.77 15-16 >500 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FRC2014/TPl2007 (Matrix-M) Weight:198 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc purlins. Except: BOT CHORD 2x4 SP No.2 2-5-0 oc bracing:4-5,7-8 WEBS 2x4 SP No.3 2-8-0 oc bracing:5-7 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-2-0 oc bracing. SLIDER Left 20 SP No.3 4-0-4,Right 2x4 SP No.3 4-0-4 JOINTS 1 Brace at Jt(s):7,5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1845/0-8-0 (min.0-2-3),10=1845/0-8-0 (min.0-2-3) Max Horz 2=103(LC 10) Max Uplift2=793(LC 11),10=-793(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-40=-3878/2071,3-40=-3828/2080,3-4=-3627/1964,4-5=-4133/2276,5-41=-4133/2276, 6-41=-4133/2276,6-42=-4133/2276,7-42=-4133/2276,7-8=-4135/2278,8-9=-3627/1963, 9-43=-3829/2080,10-43=-3878/2071 BOT CHORD 2-19=-731/1495,18-19=-1882/3632,17-18=-1657/3390,16-17=-1 657/3390, 15-16=-2019/4135,14-15=-1 668/3390,13-14=-1668/3390,12-13=-1 893/3632, 10-12=-738/1495 WEBS 3-18=-292/241,9-13=-292/242,8-15=-519/1044,4-16=-516/1042,7-15=-504/341I 5-16=-436/340 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=32ft;eavq4ft;,"116 • • • Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-2-5,Interior(1)2-2-5 to 9-0-0,Exterior(2)90-0 to 27.6-at • • • • • • Interior(1)27-5-0 to 32-11-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions Down;jmget• • • • • • • • • ••• • DOL=1.60 plate grip DOL=1.60 • • • • • • • • • 3)Provide adequate drainage to prevent water ponding. 00 '•• •• • • • •• 4)All plates are 3x4 MT20 unless otherwise indicated. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. • ••• • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)e4ep:(jt=1E)2=793, • • • 10=793. •• • • • • • • • • • • 7)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • •• • • • 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom ctio�d. • ••• • • • LOAD CASE(S) Standard ••• • • • • ••• • • • • • • • • • • • • ••• • ••• •• • • • •• •• • • ••• • • Job Truss Truss Type Qty �Ply111-1 PARIS RESIDENCE16022901 13A Hip 1 1 A0012270 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 07:59:55 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-KZho?J7r2B2S6aUzM vub49nKC1xuQple8o72za672 15-9-8 18-11-0 1-0 44-6-20 0 9-0-9 0 0 13 0 0 10=2-1-4 -8 4 18 2 12 22-11-0 27-5-0 31-11-0 0- 4-6-0 4-6-0 4 0 0 0-8 42-1-4 2-5-4 8 4 4 0 0 4 6 0 4-6-0 Scale= 1:65.5 1.5x4 11 2x4 4x6 = 1.5x4 11 2x4 4.00 F12 48 = 1.5x4 II 4x6 = 4x8 = 1.5x4 I I 1.5x4 11 38 4T2 8 1.5x4 I) T 3 39 3 40 Q, LC 1 2132 H 10 t6 131 M EE3Iu7 6 18 17 16 15 14 13 12 11 0 3x10 4x6 I1 46 = 4x6 = 4x6 11 3x1 0 3x8 -- 4&-9 4-6-0 9-0-0 13-8 4 18-2-12 22-11-0 27-5-0 31-11 0 4_6_0 4-6-0 4-8-4 4-6-8 4-8-4 4 6 0 4 6 0 Plate Offsets(X Y)-- [1:0-2-2,0-0-121,[2:0-1-8,0-1-81,[4:0-6-0,0-1-111,[4:0-5-4,0-1-121 L8:0-0-12,0-1-151,[8:0-5-8,0-2-01,[10:0-1-11,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.82 Vert(LL) 0.36 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.90 Vert(TL) -0.77 14-15 >499 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:196 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins. Except: BOT CHORD 2x4 SP No.2 2-5-0 oc bracing:4-5,7-8 WEBS 2x4 SP No.3 2-8-0 oc bracing:5-7 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-1-4 oc bracing. SLIDER Left 2x4 SP No.3 4-0-4,Right 2x4 SP No.3 4-0-4 JOINTS 1 Brace at Jt(s):7,5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10=1753/0-8-0 (min.0-2-1),2=1848/0-8-0 (min.0-2-3) Max Horz 2=104(LC 10) Max Uplift10=-702(LC 11),2—795(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-38=-3884/2086,3-38=-3835/2096,3-4=-3634/1981,4-5=-4143/2301,5-39=-4143/2301, 6-39=-4143/2301,6-7=-4143/2301,7-8=-4148/2311,8-9=-3644/1972,9-40=-3864/2101, 10-40=-3921/2095 BOT CHORD 2-18=-765/1498,17-18=-1 937/3638,16-17=-1714/3396,15-16=-1714/3396, 14-15=-2082/4148,13-14=-1694/3406,12-13=-1694/3406,11-12=-1931/3674, 10-11=-869/1597 WEBS 3-17=-292/239,9-12=-320/255,8-14=509/1043,4-15=-518/1047,7-14=-504/335, 5-15=-436/340 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-secondggust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=32ft;eave=oft;Cat.II; Exp C;Encl.pQCpi�0.18;MW�R�(dgec�idr} 1 r l C-C Exterior(2)-1-0-0 to 2-2-5,Interior(1)2-2-5 to 9-0-0,Exterior(2)9-0-0 to 27-5-0, Interior(1)27-5-1to31-31-0 zplle;•oentilever left anal right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate griMDOL--4.60 • • •• • 3)Provide adec%te d inage'tp�rey�t!w�tar ponding. 4)All plates are 3x4 2120 unless otherwise indicated. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical:onngibrj(bl others)of{fuss io bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)10=702, 2=795. • • ••• • • • • • • 7)"Semi-rigi4i pilchbreaks Mcledir'pg het1j"Aer4r er'i�ilixity model was used in the analysis and design of this truss. 8)Graphical15y7An�presental!gr1 doa%r of depic6the si"or the orientation of the pudin along the top and/or bottom chord. LOAD CASE(S) Standard • • ••• • • • • ••• • • • • • • • • • • • • ••• • • Job Truss Truss Type �Oly [y1PARIS RESIDENCE16022901 1H15 Hip 1 A0012271 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 07:59:56 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-om FOCf8TpUAJkkwxX3V81 pdJakYHgLgyGluLfUza671 16-11-0 -1-0-p 4-6-0 , 9-0-0 13-8-4 15-0-0 10-2-1,2 22-7-8 221,1-0 27-50 1 31-ti-0 31-11r0 0- 4-6-0 4-6-0 4-8 4 3 1 -3-1 4-4-12 0 8 4-6 0 4-6-0 0- 1-11-0 Scale = 1:69.3 2x4 4x6 = 4x6 = 2x4 4.00 12 48 = 1.5x4 11 4x8 = 1.5x4 4 I I 38 4 T 5 5 T2 8 1.5x4 11 1.5x4 II T 3 9 32 3 9 41 L6 12 10 L 11Uri Ith O 19 18 17 16 15 14 13 12 3x10 46 11 46 = 46 = 46 11 WO 3x8 = 4-6-0 9-0-0 13-8-4 18-2-12 22-11-0 27-5-0 31-11-0 4-6-0 14-6-0 4-8-4 4-6-8 4-8-4 4-6-0 4-6-0 Plate Offsets(X Y)-- (1:0-2-4,0-0-121,[2:0-1-8,0-1-81,[4:0-5-12,0-1-101,[4:0-5-4,0-1-121,[6:0-1-15,0-1-81 [8:0-0-5,0-1-12],[8:0-5-8,0-2-01,[10:0-1-8,0-1-81,[11:0-2-2,0-0-1 21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.81 Vert(LL) 0.36 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.90 Vert(TL) -0.77 15-16 >500 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:199 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc purlins. Except: BOT CHORD 2x4 SP No.2 2-5-0 oc bracing:4-5,7-8 WEBS 2x4 SP No.3 2-8-0 oc bracing:5-7 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-2-0 oc bracing. SLIDER Left 2x4 SP No.3 4-0-4,Right 2x4 SP No.3 4-0-4 JOINTS 1 Brace at Jt(s):7,5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1845/0-8-0 (min.0-2-3),10=1845/0-8-0 (min.0-2-3) Max Horz2=103(LC 10) Max Uplift2=-793(LC 11),10=-793(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-38=-3878/2071,3-38=-3828/2080,3-4=-3627/1964,4-5=-4133/2276,5-39=-4133/2276, 6-39=-4133/2276,6-40=-4133/2276,7-40=-4133/2276,7-8=-4135/2278,8-9=-3627/1963, 9-41=-3829/2080,10-41=-3878/2071 BOT CHORD 2-19=-731/1495,18-19=-1882/3632,17-18=-1657/3390,16-17=-1 657/3390, 15-16=-2019/4135,14-15=-1668/3390,13-14=-1668/3390,12-13=-1893/3632, 10-12=-738/1495 WEBS 3-18=-292/241,9-13=-292/242,8-15=-519/1044,4-16=-516/1042,7-15=-504/341, 5-16=-436/340 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=32ft;eavg=4ft;.C"116 • • • Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-2-5,Interior(1)2-2-5 to 9-0-0,Exterior(2)9►0-0 to 2746-4 • • • • Interior(1)27-5-0 to 32-11-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions`§lown;�Imgo• • • • • • DOL=1.60 plate grip DOL=1.60 • • • i i i i•i • 3)Provide adequate drainage to prevent water ponding. •• 040 •• • • • •• 4)All plates are 3x4 MT20 unless otherwise indicated. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. • 000 . • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)exlepR(jt=1l)2=793, • • . : ••, 10=793. •• • • • i • 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • •• • • • • • • 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ' 000 • • • LOAD CASE(S) Standard • •• •• 000 • •• •• Job Truss Truss Type Qty �Ply �PARIS RESIDENCE 16022901 11-115A Hip 1 1 A00122�2 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 07:59:57 2016 Page 1 I D:goCnUoDUOiaS7L_L23tP3kzcUM-GypmQ?95aolAMuV84mONZOATr8uLPnU6VydvBwza670 16-11-0 -00- 4-6-0 9-0-0 13-8 4 5 0 1 -2-1 22-11-0 27-5-0 31-11-0 - 4_6_0 6 0 4 6 0 4_8 4 3-1 -3-1 4 8 4 4-6-0 4-6 0 1-11-0 Scale:3/16"=1' 1.5x4 11 2x4 % 4x6 = 4x6 = 2x4 4.00 12 4x8 = 1.5x4 11 48 = T 1.5x .5x4 T2 36 4 Tq 5 5 5 7 8 9 ' ' 1.5x4 II T 3 37 6 3 6 38 Lb 12 v Bi 132 10 I� O 18 17 16 15 14 13 12 11 3x10 4x6 I I 4x6 = 46 = 46 11 W 0 4-6-0 1 9-0-0 13-8-4 18-2-12 22-11-0_ , 27-5-0 31-11-0 4-6-0 4-6-0 4-8-4 4-6-8 4-8-4 4-6-0 4-6-0 Plate Offsets(X Y)-- [1:0-2-2,0-0-121,[2:0-1-8,0-1-81,[4:0-6-4.0-1-121,[4:0-5-8,0-2-41 [6:0-1-15,0-1-81,[8:q:q:aa:j:jjL[8:0-5-8,0-2-4j,[10:0-1-11 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.85 Vert(LL) 0.36 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.91 Vert(TL) -0.77 14-15 >499 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:189 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins. Except: BOT CHORD 2x4 SP No.2 2-3-0 oc bracing:4-5,7-8 WEBS 2x4 SP No.3 2-8-0 oc bracing:5-7 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-1-1 oc bracing. SLIDER Left 2x4 SP No.3 4-0-4,Right 2x4 SP No.3 4-0-4 JOINTS 1 Brace at Jt(s):7,5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10=1753/0-8-0 (min.0-2-1),2=1848/0-8-0 (min.0-2-3) Max Horz 2=104(LC 10) Max Upliftl0=-702(LC 11),2=-795(LC 11) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-36=-3884/2087,3-36=-3835/2096,3-4=-3633/1980,4-5=-4146/2306,5-37=-4146/2306, 6-37=4146/2306,6-7=4146/2306,7-8=-4146/2306,8-9=-3644/1972,9-38=-3864/2101, 10-38=-3920/2095 BOT CHORD 2-18=-764/1497,17-18=-1 938/3638,16-17-1713/3396,15-16=-1 713/3396, 14-15=-2077/4146,13-14=-1 694/3407,12-13=-1694/3407,11-12=-1931/3674, 10-11=-870/1597 WEBS 3-17=-281/24118-12=-57/253,9-12=-303/255,8-14=-502/1113,4-15=-521/1121, 7-14=-487/337,5-15=490/342 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=32ft;eave=oft;Cat.ll; Exp C;Encl.•GCpi=40.18;MWFRB(dfrecVii&191)%%C-C Exterior(2)-1-0-0 to 2-2-5,Interior(1)2-2-5 to 9-0-0,Exterior(2)9-0-0 to 27-5-0, Interior(1)27-5-(?to u11-2 1-Q z0e�Atilgyer left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plat-- ,- IL=3.60 • • •• • 3)Provide adequate dFpin1kge•t2 Pref lwter4porld". 4)All plates are At MT20 unless otherwise indicated. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(b;others)d?IL%s& tearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)10=702, 2=795. • • •' : . • • • • 7)"Semi-rigid pit •re ks including heels"Me blbr enplixity model was used in the analysis and design of this truss. 8)Graphicalpurftn Tpresenta0gn dogs rcpt depictthe siiesor the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard • • ••• • • • • ••• • • • • • • • • • • Job- Truss Truss Typeay Ply PARIS RESIDENCE 16022901 1 HG7 Hip Girder 1 A0012275 2 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:02 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcUM-dvcfri DEOKwTSfN5tKcYG4tlX9b04?dreELgs8za66x 13-0-12 18-10-12 24-11-0 32-11-0 �1-0-0 2 4 0 1 4-6-0 1 7-0-0 i 10-1-0 1 13-0-4 1 15-11-8 18-10-4 r 21-10-0 22-1014 1 27-3-0 1 29-7-0 1 311 11-0 -0- 2 4-0 24 4-0 2_ 3-1-0 2-11-4 0 -82-10-12 2-10-120-0-8 2-11-4 -0- 2-0-12 2-4-0 2-4-0 2 4-0 -0 Scale:3/16"=1' 4.00 12 5x10 MT20HS= 1.5x4 11 5x10 MT20HS= 4x10 MT20HS= 4 5 6 427 43 8 44 4PI 4728 4x10 zz- 4x10 % W2 W4 M PR W213 1.5x4 II 1.5x4 II T 5 5 5 5 5 5 5 1 14 r 1 2 1�6 T CPur u Iu7 N O 2726 25 49 24 50 23 5122 52 21 53 20 54 19 18 17 4x6 11 8x10 MT20HS= 3x8 = 8x10 MT20HS= 46 II 7-0-12 24-0 4-8-0 , 7-0-0 10-1-0 1 13-0-4 1 15-111-8 1 18-1012 1 21-10-0 1 24-11-0 27-3-0 1 29-7-0 1 31-11-0 i 2 4.0 2-4-0 2 4-0 3-0-4 2-11-4 2.14 2-11-4 2-11-4 3-1-0 2 4-0 2 4 0 22-4-0 0-0-12 Plate Offsets(X,Y)- [1:0-2-4,0-0-121,[2:0-4-4,0-1-151,[5:0-7-0,0-2-81,[9:0-5-0,Edgel,[12:0-7-0,0-2-81,[15:0-4-4,0-1-151,[16:0-2-4,0-0-121,[20:0-5-0,0-4-81,[24:0-5-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.98 Vert(LL) 0.76 22 >506 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.95 Vert(TL) -1.19 22 >321 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.60 Horz(TL) 0.18 15 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:408 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc purlins. BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-7-8 oc bracing. B2:2x6 SP No.t WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-4-4,Right 2x4 SP No.3 1-4-4 REACTIONS. (Ib/size) 2=4155/0-8-0 (min.0-2-7),15=4159/0-8-0 (min.0-2-7) Max Horz 2=83(LC 30) Max Uplift2=-2524(LC 7),15=-2527(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-8199/4963,3-4=-10189/6245,4-5=-10520/6572,5-42=-12536/8001,6-42=-12536/8001, 6-43=-14153/9100,7-43=-14153/9100,7-44=-1 4582/9394,44-45=-1 4582/9394, 8-45=-1 4582/9394,8-9=-14582/9394,9-46=-14582/9394,10-46=-14582/9394, 10-47=-14176/9114,11-47=-1 4176/9114,11-48=-12550/8009,12-48=-12550/8009, 12-13=-10531/6579,13-14=-10199/6251,14-15=-8207/4968 BOT CHORD 2-27=-3523/5955,26-27=-4615/7744,25-26=-5825/9658,25-49=-6083/9980, 24-49=-6083/9980,24-50=-7866/12610,23-50=-7866/12610,23-51=-8917/14153, 22-51=-8917/14153,22-52=-8931/14176,21-52=8931/14176,21-53=-7874/12625, 20-53=-7874/12625,20-54=-6089/9991,19-54=-6089/9991,18-19=-5830/9667, 17-18=-4619/7751,15-17=-3527/5961 WEBS 3-27=-1346/861,3-26=-1294/2052,4-26=-572/425,4-25=-603/572,5-25=-140/434, 12-19=-139/433,13-19=-604/573,13-18=-573/425,14-18=-1295/2054,14-17=-1347/862, 12-20=-2241/3394,5-24=-2238/3390,11-20=-2218/1417,6-24=-2216/1416, 11-21=-1375/2090,6-23=-1368/2080,10-21=-1264/776,7-23=-1255/771,10-22=-372/574, •• •• • • • • • •• 7-22=-391/599,8-22=-850/508 • • ••i i i i i i • •• • • • • ••• • • NOTES- •• ••� �•� �•• i i •• 1)2-ply truss to be connected together with 16d(0.131"x 3.5")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc clinched. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc clinched. Webs connected as follows:2x4-1 row at 0-9-0 oc clinched. ••• •;' • • • • 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(9�sectior%Ply to ply; ; ; ; 0 connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. '; ;• • • • • • • • 3)Unbalanced roof live loads have been considered for this design. •• • ••. • • 4)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=S.Opsf;h=15ft;B=45ft;L=32ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 0•• • • 6)All plates are MT20 plates unless otherwise indicated. • • • • 7)All plates are 3x4 MT20 unless otherwise indicated. • • • 000 • • 8)*This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1;0-0 Siogwo fi(: : ; :••• CoP0@8rbA,pAV2m chord and any other members. 900 0 0 0 000 9 Job Truss Truss TypeQtv Ply PARIS RESIDENCE 16022901 1 HG7 Hip Girder 1 A0O12275 2 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:03 2016 Page 2 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-56A1g2Es9e2K4pyHR17npHPTHYxFpSt tu4DOaza66w NOTES 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)2=2524,15=2527. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)583 Ib down and 519 Ib up at 7-0-0,409 Ib down and 332 Ib up at 9-0-12, 409 Ib down and 332 Ib up at 11-0-12,409 Ib down and 332 Ib up at 13-0-12,409 Ib down and 332 Ib up at 15-0-12,409 Ib down and 332 Ib up at 16-10-4,409 Ib down and 332 Ib up at 18-10-4,409 Ib down and 332 Ib up at 20-10-4,and 409 Ib down and 332 Ib up at 22-10-4,and 583 Ib down and 519 Ib up at 24-11-0 on top chord,and 391 Ib down and 225 Ib up at 7-0-0,109 Ib down and 146 Ib up at 9-0-12,109 Ib down and 146 Ib up at 11-0-12,109 Ib down and 146 Ib up at 13-0-12,109 Ib down and 146 Ib up at 15-0-12,109 Ib down and 146 Ib up at 16-10-4,109 Ib down and 146 Ib up at 18-10-4,109 Ib down and 146 Ib up at 20-10-4,and 109 Ib down and 146 Ib up at 22-10-4, and 391 Ib down and 225 Ib up at 24-10-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-5=-90,5-12=-90,12-16=-90,30-36=-20 Concentrated Loads(Ib) Vert:5=-512(B)9=-409(B)12=-512(B)25=-362(B)19=-362(B)21=50(B)23=50(B)10=-409(B)7=-409(B)42=-409(B)43=-409(B)45=-409(B)47=-409(B)48=-409(B) 49=50(B)50=50(B)51=50(B)52=50(8)53=50(8)54=50(B) •• • • • • • ••• ••• • ••• • • • • •• •• • • • ••• • • •• • • •• •••• •• • • • • ••• • • • ••• • • •• • • • • • • • • • • • • •• • • 9:0 •• • • • • 0:0 • • • • • • • • • • Job, Truss Truss TypeQty Ply PARIS RESIDENCE 16022901 1 MHG7 Half Hip Girder 1 A0012276 2 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:07 2016 Page 1 ID:goCnUoDU0iaS7L_L23tP3kzcLJM-zIQYW P HN DtYmZQG3gtgz7a9GAJ01CKaoV2RXLza66s 27-1-4 29-0-12 31-0-181-11-0 it-0 p 2 4 0 1 4-8-0 1 7-0-0 i 13-0-12 17-0-12 24-7-1 24i1i1-0 20ZI r12 26-$-4 31-7r8 0 2_4_0 4-0 2 4-0 2-4-0 6-0-12 4-0-0 7-6-5 0-3-15 0 5 8 0 4 8 0- - 2-2-4 1-6-0 1-7-8 0-3-8 Scale: 3/16"=1' 4.000-2 6x8 MT18HS= 5x10 MT20HS= 4x8 = 3x8 = 4 W4 5 336 34 7 8 25 9 37 38 11 3912 4013 1441 4x10 % W2 1.5x4 II T 5 5 5 5 5 5 5 5 12 51u 25 24 23 42 43 44 45 46 47 48 4�22 21 20 19 18 17 16 50 46 II 8x10 MT20HS= 3x8 = 1.5x4 II 3x6 =6x10 MT20HS= 8x10 MT20HS= 27-6-12 31-11-0 X2-4-0 i 48-0 1 7-0-0 i 24-7-1 27-1-4��29-5-4 at-0-ta � 2 4 0 2-4-0 2-4-0 17-7-1 2-6-3 0 8 1 7 8 1-10-8 0-10-4 Plate Offsets(X,Y)- [1:0-2-2,0-0-121,[2:0-4-4,0-1-151,[5:0-5-12 0-2-121,[9:0-5-0,0-3-01 [12:0-3-8,0-1-81,[15:Edge,0-4-81,[18:0-5-0,0-4-81,[22:0-5-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.98 Vert(LL) 0.75 20 >506 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.96 Vert(TL) -1.16 20 >329 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.19 15 n/a n/a MT18HS 244/190 BCDL 10.0 Code FRC2014fTP12007 (Matrix-M) Weight:413 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins, except BOT CHORD 2x6 SP No.2'Except* end verticals. B2:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-4-10 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-4-4 REACTIONS. (Ib/size) 15=4628/0-8-0 (min.0-2-12),2=4158/0-8-0 (min.0-2-7) Max Horz 2=183(LC 7) Max Upliftl5=-3098(LC 7),2=-2563(LC 7) Max Grav 15=4689(LC 35),2=4158(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-8205/5038,3-4=-10197/6349,4-5=-10528/6683,5-33=-12552/8156,6-33=-12552/8156, 6-34=-14174/9286,7-34=-14174/9286,7-35=-14775/9705,35-36=-1 4775/9705, 8-36=-14775/9705,8-37=-14211/9349,9-37=-14211/9349,9-38=-14240/9370, 10-38=-14240/9370,10-39=12773/8415,11-39=-1 2773/8415,11-40=-6714/4429, 12-40=-6714/4429,14-15=-618/374 BOT CHORD 2-25=-3736/5960,24-25=-4868/7749,23-24=-6106/9665,23-42=-6371/9987, 22-42=-6371/9987,22-43=-8205/12626,21-43=-8205/12626,21-44=-9286/14174, 20-44=-9286/14174,20-45=-9705/14775,19-45=-9705/14775,19-46=-8459/12838, 18-46=-8459/12838,18-47=6797/10306,17-47=-6797/10306,17-48=-6797/10306, 16-48=-6797/10306,16-49=-4429/6714,49-50=-4429/6714,15-50=-4429/6714 WEBS 11-18=-2131/3250,5-22=-2303/3452,3-25=-1347/880,3-24=-1324/2054,4-24=-572/433, 4-23=-607/571,5-23=-134/428,10-18=-2065/1295,6-22=-2205/1445,10-19=-1 185/1833, 6-21=-1406/2103,9-19=-831/498,7-21=-1327/856,8-19=-781/469,7-20=-573/805, •• ••• • • • + • •• 8-20=-435/267,12-15=-7682/5064,11-16=-4675/3083,12-16=-1938/3046 i • • •• • • • • ••• • • NOTES- •• ••i �•i ••� i i •• 1)2-ply truss to be connected together with 16d(0.131"x 3.5")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc clinched. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc clinched. • Webs connected as follows:2x4-1 row at 0-9-0 oc clinched. • • • • • • 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(9�sir ior:Ply to ply i • :.: connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ••. :• :•• • 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=32ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. •• • • G•• 6)All plates are MT20 plates unless otherwise indicated. •: 7)All plates are 3x4 MT20 unless otherwise indicated. 8)*This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1 iO-0 Vpdepwilfit: : : :"•0 CoPMlYearbKV4 m chord and any other members. ••• 0 0 0 ••• 0 • Job Truss Truss TypeQtr Ply PARIS RESIDENCE 16022901 1 MHG7 Half Hip Girder 1 A00122�6 2 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:07 2016 Page 2 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-ztQYW PHN DtYmZQG3gtgz7a9GAJ01CKaoV2RXLza66s NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)15=3098,2=2563. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)583 Ib down and 519 Ib up at 7-0-0,409 Ib down and 332 Ib up at 9-0-12, 409 Ib down and 332 Ib up at 11-0-12,409 Ib down and 332 Ib up at 13-0-12,409 Ib down and 332 Ib up at 15-0-12,409 Ib down and 332 Ib up at 17-0-12,409 Ib down and 332 Ib up at 19-0-12,409 Ib down and 332 Ib up at 21-0-12,409 Ib down and 332 Ib up at 23-0-12,409 Ib down and 332 Ib up at 25-0-12,409 Ib down and 332 Ib up at 27-0-12,and 409 Ib down and 332 Ib up at 29-0-12,and 422 Ib down and 327 Ib up at 31-0-12 on top chord,and 391 Ib down and 225 Ib up at 7-0-0,109 Ib down and 146 Ib up at 9-0-12,109 Ib down and 146 Ib up at 11-0-12,109 Ib down and 146 Ib up at 13-0-12,109 Ib down and 146 Ib up at 15-0-12,109 Ib down and 146 Ib up at 17-0-12, 109 Ib down and 146 Ib up at 19-0-12,109 Ib down and 146 Ib up at 21-0-12,109 Ib down and 146 Ib up at 23-0-12,109 Ib down and 146 Ib up at 25-0-12,109 Ib down and 146 Ib up at 27-0-12,and 109 Ib down and 146 Ib up at 29-0-12,and 111 Ib down and 143 Ib up at 31-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-5=-90,5-14=-90,15-27=-20 Concentrated Loads(lb) Vert:5=-512(F)17=50(F)11=409(F)23=-362(F)19=50(F)21=50(F)13=-409(F)9=-409(F)7=-409(F)33=409(F)34=-409(F)36=-409(F)37=-409(F)38=-409(F) 39=-409(F)40=-409(F)41=-422(F)42=50(F)43=50(F)44=50(F)45=50(F)46=50(F)47=50(F)48=50(F)49=50(F)50=47(F) • ••• • • • • •• •• •• • • • •• ••• •• • • ••• • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• ••• Job, Truss Truss Type oty �Ply1PARIS RESIDENCE16022901 1 T Common g A0012277 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:08 2016 Page 1 I D:goCnUoDUOiaS7L_L23tP3kzcLJM-R3zwjIl?_AgcAarFEajyWL7RTZfbUgBj190_3nza66r -1-0-p 5-3-13 10-7-11 15-11-8 21-3-5 26-7-3 31-11-0 33-11,-0 0- 5-3-13 5-3-13 5-3-13 5-3-13 5-3-13 5-3-13 -0- Scale = 1:63.1 4.00 F12 46 = 34 6 35 33 5 T 7 3 4 5 8 9 1.5x4 II 1.5x4 11 3 4 3 1 36 121A1 I 1 10 . ITHR1 L 11 Iu? 18 17 1fi 15 i4 13 12 3x10 4x6 II 4x6 = 3x8 = 4x6 = 4x6 I I 3x10 5-3-13 10-7-11 15-11-8 21-3-5 26-7-3 31-11-0 5-3-13 5-3-13 5-3-13 5-3-13 5-3-13 5-3-13 Plate Offsets(X,Y)-- [1:0-2-4,0-0-121,[2:0-1-12,0-1-81,[10:0-1-12,0-1-8],[11:0-2-4,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.56 Vert(LL) 0.27 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.87 Vert(TL) -0.58 13-15 >659 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FRC20141TPI2007 (Matrix-M) Weight:175 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-1 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.3 4-10-2,Right 2x4 SP No.3 4-10-2 Installation guide. REACTIONS. (Ib/size) 2=1845/0-8-0 (min.0-2-3),10=1845/0-8-0 (min.0-2-3) Max Horz 2=-175(LC 9) Max Uplift2=-793(LC 11),10=-793(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-33=-3927/1763,3-33=-3867/1774,3-4=-3475/1635,4-5=-3408/1648,5-34=-2667/1349, 6-34=-2584/1365,6-35=-2584/1365,7-35=-2667/1349,7-8=-3408/1648,8-9=-3475/1635, 9-36=-3867/1774,10-36=-3927/1763 BOT CHORD 2-18=-686/1584,17-18=-1 564/3668,16-17=-1345/3233,15-16=-1 345/3233, 14-15=-1367/3233,13-14=-1367/3233,12-13=-1587/3668,10-12=-702/1584 WEBS 6-15=-519/1203,7-15=-989/521,7-13=-35/300,9-13=-526/241,5-15=-989/521, 5-17=-35/300,3-17=-526/241 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=32ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-2-5,Interior(1)2-2-5 to 15-11-8,Exterior(2)15-11-8 to 19-1-13 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3 Alllates are 3x4 MT20 unless otherwise indicated. ••• 000 •• ••• • • • • P 'Will • • • • • • 4)'This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 10 0-0 wide Iii,• . • • • • between the bottom chord and any other members. • •• • •• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)exceptb;=`Ib)•2:j3, •• • • • •• 10=793. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ••• •i• • • • • •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • Job Truss Truss Type Qty �Ply1PARIS RESIDENCE16022901 1 TA Common 4 A00112218 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:09 2016 Page 1 I D:goCnUoDUOiaS7L_L23tP3kzcLJM-wGXlx5ld1UpTokQRnlEB2YfcBz?oD7KtFpXYbEza66q -1-0- 5-3-13 10-7-11 15-11-8 21-3-5 26-7-3 31-11-0 0 5-3-13 5-3-13 5-3-13 5-3-13 5-3-13 5-3-13 Scale= 1:58.8 4.00F1_2 4x6 = 6 33 32 5 T 7 31 4 8 3 9 1.5x4 11 1 1 34 1 2 � � 10 O 17 16 15 14 13 12 11 4x8 4x6 11 4x6 = 3x8 = 4x6 = 4x6 I I x 5-3-13 10-7-11 15-11-8 __ 21 3-5 26-7-3 31-11-0 5-3-13 5-3 13 5-3 13 5-3-13 5-3-13 5-3-13 Plate Offsets(X Y)-- [1:0-2-2,0-0-121.[2:0-0-8,0-1-101,[10:0-1-15,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.57 Vert(LL) 0.27 14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.87 Vert(TL) -0.58 12-14 >657 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:172 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-14 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.3 4-10-2,Right 2x4 SP No.3 4-10-2 Installation guide. REACTIONS. (Ib/size) 2=1848/0-8-0 (min.0-2-3),10=1753/0-8-0 (min.0-2-1) Max Horz 2=175(LC 10) Max Uplift2=-795(LC 11),10=-702(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-31=-3933/1779,3-31=-3873/1790,3-4=-3482/1653,4-5=-3415/1666,5-32=-2675/1353, 6-32=-2591/1368,6-33=-2591/1383,7-33=-2674/1373,7-8=-3421/1676,8-9=-3489/1663, 9-34=-3904/1860,10-34=-3963/1853 BOT CHORD 2-17=-720/1586,16-17=-1 620/3674,15-16=-1402/3239,14-15=-i 402/3239, 13-14=-1392/3246,12-13=-1392/3246,11-12=-1663/3704,10-11=-853/1684 WEBS 6-14=-530/1207,7-14=-996/525,7-12=-54/308,9-12=-550/303,5-14=-989/520, 5-16=-35/300,3-16=-526/241 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=32ft;eave=oft;Cat.Il; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-2-5,Interior(1)2-2-5 to 15-11-8,Exterior(2)15-11-8 to 19-1-13 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are jx4 KtT2q unless otj eryrisq ipdicatod. 4)-This truss hasbeen desiyneO fa a 0ve0oad of 2Mpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bot1bm'cP2rd'tnctan:tioer%embew. 5)Provide mecb9nicaVoanestiom(by olhem)of tress to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)2=795, 10=702. •• • • • s• ••• •• 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(%) Standard + • ••• • • • ••• • • • • • • • • • • • • •• • • ••• • • • • ••• • • • ••• • • • • • • • • :00.: • • • 6 0 000 0 0 Job, Truss Truss Type Qty �Ply �PARIS RESIDENCE 16022901 1 T Common 5 1 AOO12279 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:09 2016 Page 1 ID:goCnUo DUOiaS7L_L23tP3kzcLJM-wGXlx5ldl UpTokQRnl EB2YfePz?O DBFtFpXYbEza66q 3-11-14 7-11-12 , 11-11-10 , 15-11-8 , 19-11-6 23-11-4 27-11-2 31-11-0 3-11-14 3-11-14 3-11-14 3-11-14 3-11-14 3-11-14 3-11-14 3-11-14 Scale = 1:54.9 4.00 12 4x6 = 6 34 357 34 89 17 Lr 33 10 36 1 1 v 11U4 L-i Li In O 20 19 18 17 16 15 14 13 12 3x10 4x6 11 3x8 MT2OHS= 3x8 = 3x8 MT20HS= 46 II 3x10 3-11-14 7-11-12 11-11-10 1 15-11-8 19-11-6 23-11-4 27-11-2 31-11-0 , 3-11-14 3-11-14 3-11-14 3-11-14 3-11-14 3-11-14 3-11-14 3-11-14 Plate Offsets(X Y)-- [1:0-1-11,0-1-81 [11:0-1-11,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.42 Vert(LL) 0.27 16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.86 Vert(TL) -0.58 15-16 >662 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.17 11 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix-M) Weight:180 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-15 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 3-6-2,Right 2x4 SP No.3 3-6-2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1755/0-8-0 (min.0-2-1),11=1755/0-8-0 (min.0-2-1) Max Horz 1=-164(LC 9) Max Upliftl=-705(LC 11),11=-705(LC 11) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-33=-3861/1827,2-33=-3804/1832,2-3=-3759/1785,3-4=-3669/1792,4-5=-3252/1608, 5-34=-2649/1382,6-34=-2589/1393,6-35=-2589/1393,7-35=-2649/1382,7-8=-3251/1608, 8-9=-3669/1792,9-10=-3759/1785,10-36=-3804/1832,11-36=-3861/1827 BOT CHORD 1-20-782/1564,19-20=-1 653/3620,18-19=-1539/3531,17-18=-1 539/3531, 16-17=-1295/3030,15-16=-1295/3030,14-15=-1539/3531,13-14=-1 539/3531, 12-13=-1653/3620,11-12=-782/1564 WEBS 6-16=-608/1295,7-16=-861/463,7-15=-147/443,8-15=-640/32815-16=-861/463, 5-17=-147/443,4-17=-640/328 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=S.Opsf;BCDL=S.Opsf;h=15ft;B=45ft;L=32ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-5,Interior(1)3-2-5 to 15-11-8,Exterior(2)15-11-8 to 19-1-13 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0• ••• • • • • • •• 3)All plates are MT20 plates unless otherwise indicated. • • • • • • • • 4)All plates are 3x4 MT20 unless otherwise indicated. • • •• • • • • • 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 140 wide will:it; ; ;• • between the bottom chord and any other members. •• ••• •• • • • •• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)1=705, 11=705. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •• •a• • a • • • • • LOAD CASE(S) Standard •• • ••• • •• • • • • • • • • • see 4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job Truss Truss Type Qty �Ply �PARIS RESIDENCE 16022901 2H9 Hip 1 1 A00122$2 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:10 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-OS5g8RJFWoxKQu_dL?IQbmCmHNLkyhFOUTH58gza66p -1-0- 4-6-0 9-0-0 1 13-7-9 18-1-7 1 22-9-0 1 27-3-0 1 _31-9-0 3z-910 4-6-0 4-6-0 4-7-9 4-5-13 4-7-9 4-6-0 4-6-0 -0 Scale:3/16"=1' 4.00 12 4x8 = 4x8 = 1.5x4 11 4 5 356 36 8 3 g 1.5x4 11 1.5x4 II 34T 3 3 1 37 LO 12 10 11 r M V) 0 0 19 18 17 16 15 1413 12 3x10 46 11 4x6 = 46 = 46 II 3x10 3x8 = 4-6-0 9-0-0 13-7-9 18-1-7 1 22-9-0 27-3-0 31-9-0 4-6-0 14-6-0 4-7-9 14-5-13 4-7-9 4-6-0 4-6-0 Plate Offsets(X Y)-- 11:0-2-4,0-0-121,[2:0-1-8,0-1-81,[4:0-5-8,0-2-0],[8:0-5-8,0-2-01,[10:0-1-8,0-1-81,[11:0-2-2,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.61 Vert(LL) 0.35 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(TL) -0.7515-16 >507 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:172 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-5 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.3 4-0-4,Right 2x4 SP No.3 4-0-4 Installation guide. REACTIONS. (Ib/size) 2=1836/0-8-0 (min.0-2-3),10=1836/0-8-0 (min.0-2-3) Max Horz 2=-103(LC 9) Max Uplift2=-789(LC 11),10=-789(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-34=-3854/2059,3-34=-3806/2068,3-4=-3600/1950,4-5=-4089/2253,5-35=-4089/2253, 6-35=-4089/2253,6-36=-4089/2253,7-36=-4089/2253,7-8=-4091/2255,8-9=-3600/1949, 9-37=-3806/2068,10-37=-3855/2059 BOT CHORD 2-19=-726/1487,18-19=-1871/3610,17-18=-1644/3365,16-17=-1644/3365, 15-16=-1996/4091,14-15=-1654/3364,13-14=-1654/3364,12-13=-1881/3610, 10-12=-733/1487 WEBS 3-18=-296/243,9-13=-296/244,8-15=-509/1025,4-16=-506/1023,7-15=-499/337, 5-16=-431/335 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=32ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-2-2,Interior(1)2-2-2 to 9-0-0,Exterior(2)9-0-0 to 27-3-0, Interior(1)27-3-0 to 32-9-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 pll 1T grip,,DQL=1,60 • • ••• •• 3)Provide adequate d•amega,toQreverRwater pondi . 4)All plates are 3e gjjurtest otd&Viso ipdicat . 5)*This truss has beep designed fora We4oad ofbO.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the be t�mtherd 0d ang 8therVeNber .• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=789, 10=789. 7)"Semi-rigidpitchbreaks incluging peels"Member erddixity model was used in the analysis and design of this truss. LOAD CASF:S)-.St"jrd• •• • ••• • • ••• • • • • ••• • • • • • • • • • • Job- Truss Truss Type Qty Fy �PARIS RESIDENCE 16022901 2H11 Hip 1 1 A0012280 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:11 2016 Page 1 I D:goCnUoDUOiaS7L_L23tP3kzcLJM-sef3MnKtH53B12ZgvjGf8zluOnhzh8V9j7Oeg6za66o -�-0�0 4-6-0 , 9-0-0 111-0-01 13-7-9 , 16-3-8 ,18-1-74 20-9-0 122-9-0, 27-3-0 31-9-0 32-9T0 0 4-6-0 4-6-0 2-0-0 2-7-9 2-7-15 -9-1 2-7-9 2-0-0 4-6-0 4-6-0 -0 Scale= 1:68.9 4x6 = 1.5x4 11 2x4 % 1.5x4 II 2x4 4.00 F12 4x8 = 1.5x4 1.5x4 11 4x6 =4x8 = 1.5x4 I I 40 4 T2 8 �4 1.5x4 11 �r 1.5x4 11 T 3 3 3 3 9 43 ' 12 10B2 B 11 ILO 19 18 17 16 15 14 13 12 O 4x6 11 4x6 = 4x6 = 4x6 II 3x10 3x10 3x8 = 4-6-0 , 9-0-0 13-7-9 18-1-7 22-9-0 27-3-0_ , 31-9-0 4-6-0 14-6-0 4-7-9 4-5-13 4-7-9 4-6-0 4-6-0 Plate Offsets(X Y)-- [1:0-2-4,0-0-121,[2:0-1-8,0-1-81,[4:0-5-14,0-1-101,[4:0-5-8,0-2-01,[8:0-0-1,0-1-111 [8:0-5-8,0-2-01,[10:0-1-8,0-1-81,[11:0-2-2,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.78 Vert(LL) 0.35 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(TL) -0.75 15-16 >507 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:194 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins. Except: BOT CHORD 2x4 SP No.2 2-5-0 oc bracing:4-5,7-8 WEBS 2x4 SP No.3 2-8-0 oc bracing:5-7 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-2-5 oc bracing. SLIDER Left 2x4 SP No.3 4-0-4,Right 2x4 SP No.3 4-0-4 JOINTS 1 Brace at Jt(s):7,5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1836/0-8-0 (min.0-2-3),10=1836/0-8-0 (min.0-2-3) Max Horz 2=-103(LC 9) Max Uplift2=-789(LC 11),10=-789(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-40=-3854/2059,3-40=-3806/2068,3-4=-3600/1950,4-5=-4089/2253,5-41=-4089/2253, 6-41=-4089/2253,6-42=-4089/2253,7-42=-4089/2253,7-8=-4091/2255,8-9=-3600/1949, 9-43=-3806/2068,10-43=-3855/2059 BOT CHORD 2-19=-726/1487,18-19=-1 871/3610,17-18=-1644/3365,16-17=-1 644/3365, 15-16=-1996/4091,14-15=1654/3364,13-14=-1654/3364,12-13=-1 881/3610, 10-12=-733/1487 WEBS 3-18=296/243,9-13=-296/244,8-15=-509/1025,4-16=-506/1023,7-15=-499/337, 5-16=-431/335 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;6=45ft;L=32ft;eavej=¢ft;Ally • • a• Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-2-2,Interior(1)2-2-2 to 9-0-0,Exterior(2)9b0-O to 2 -0i • • • Interior(1)27-3-0 to 32-9-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions*Vwn;L&er•• • • • • • • • • • ••• • DOL=1.60 plate grip DOL=1.60 • • • • • • • • • 3)Provide adequate drainage to prevent water ponding. •• ••• •• • • • •• 4)All plates are 3x4 MT20 unless otherwise indicated. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. • ••• • • • • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)extep.#Qt=1b)2=789, • • • • • • 10=789. •• • • •• i i • *as i i 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • •• • • • • • • 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom cMd. • ••• • • • LOAD CASE(S) Standard • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job Truss Truss Type Qty �Ply �PARIS RESIDENCE 16022901 2H13 Hip 1 1 AOO12281 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:12 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-KrDRZ7LV2PB2fB80TQnugBH28B1 CQalJxnmCCYza66n 15-9-8 18-9-0 -?-0 p 4-6-0 , 9-0-0 13-0-0 13-7,9 18-1-7, , 22 9-0 27-3-0 31-9-0 3,2-9i0 0 4_6_0 6 0 4-6-0 4-0-0 0 7 9 2-3-15 4-0-0 4 6-0 4-6-0 -0 2-1-15 0-7-9 Scale = 1:68.9 1.5x4 11 2x4 4x6 = 1.5x4 11 2x4 4.00 12 4x8 = 1.5x4 11 46 = 48 = 1.5x4 11 1.5x4 11 40 4 T 51 8 1.5x4 11 It 1.5x4 II T 3 3 3 3 9 43 Q' 12 10 It L9 131 li�9 132 F3 - B11 I7 O 19 18 17 16 15 14 13 12 0 4x6 II 4x6 = 4x6 = 4x6 II 3x10 3x10 % 3x8 = 4-6 09 0 0 13-7-9 18 1-7 22-9-0 27-3-0 31-9-0 4-6-0 4-6-0 4-7-9 4-5-13 4-7-9 4-6-0 4-6-0 Plate Offsets(X,Y)-- [1:0-2-4,0-0-121,12:0-1-8,0-1-81,[4:0-5-14,0-1-111,[4:0-5-8,0-2-01,[8:0-1-0,0-2-11,[8:0-5-8,0-2-01,[10:0-1-8,0-1-81,[11:0-2-2,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.78 Vert(LL) 0.35 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(TL) -0.75 15-16 >507 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:198 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins. Except: BOT CHORD 2x4 SP No.2 2-5-0 oc bracing:4-5,7-8 WEBS 2x4 SP No.3 2-8-0 oc bracing:5-7 OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-2-5 oc bracing. SLIDER Left 2x4 SP No.3 4-0-4,Right 2x4 SP No.3 4-0-4 JOINTS 1 Brace at Jt(s):7,5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1836/0-8-0 (min.0-2-3),10=1836/0-8-0 (min.0-2-3) Max Horz 2=-103(LC 9) Max Uplift2=-789(LC 11),10=-789(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-40=-3854/2059,3-40=-3806/2068,3-4=-3600/1950,4-5=-4089/2253,5-41=-4089/2253, 6-41=-4089/2253,6-42=-4089/2253,7-42=-4089/2253,7-8=-4091/2255,8-9=-3600/1949, 9-43=-3806/2068,10-43=-3855/2059 BOT CHORD 2-19=-726/1487,18-19=-1 871/3610,17-18=-1644/3365,16-17=-1 644/3365, 15-16=-1996/4091,14-15=-1654/3364,13-14=-1 654/3364,12-13=-1881/3610, 10-12=-733/1487 WEBS 3-18=-296/243,9-13=-296/244,8-15=-509/1025,4-16=-506/1023,7-15=-499/337, 5-16=-431/335 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=S.Opsf;h=15ft;B=45ft;L=32ft;eave=oft;Cat.II; Exp C;Encl.•GCpiq0.1&;MWFR%(dlredtler%I)%RcLC-C Exterior(2)-1-0-0 to 2-2-2,Interior(1)2-2-2 to 9-0-0,Exterior(2)9-0-0 to 27-3-0, Interior(1)27-3-1to;2- -0 0 ;Uteor left anc6right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plat_gri.- 1-4.60 • • •• • 3)Provide adequate df8in%g2*ts Pre�e�f w ��o�cljnp. 4)All plates are 3Sc�MT2ddunless of erwise indicated. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6)Provide meshanicalconnectien(bt others)&t&s jdRVaring plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)2=789, • • • • • 7)"Semii -ngig p1ch9re&s inc:diiig heels"Member ertlRixity model was used in the analysis and design of this truss. 8)GraphicalQuAln Tpresentall91-Pdogjot deptc;t � he sior the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard • • • • • • • • • • Job Truss Truss Typeocr Ply PARIS RESIDENCE 16022901 2HG7 Hip Girder 1 A00122832 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:16 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-CcSyP0005ehU8pSniGsgg1 SiSoNIMLgvsPkPLKza66j 13-0-12 19-7-6 22-8-4 1-0 2-4-0 4-8 0 7-0-60 9-7-11 12-1-10 14-7- 17-1-7 18 8 22 1 ,24-9 0, 27-1-0 29 5 0 31-9-P32-9�0 240 240 240 2711 25150112 2515 61 2_5_ 52-0-12 2-4-0 2-4-0 240 0 1-6-12 0-11-2 0-6-15 Scale: 3/16"=1' 4.00 12 5x10 MT20HS= 1.5x4 11 5x10 MT20HS= 5x10 MT20HS= _ 4 5 6 43 7 44 845469 47 80 491510 521251 1.5x4 11 / X112 W21314 1.5x4 II 2 T:1 5 5 5 5 5 1 1 u� Iin N 28 27 26 25 5§4 55 24 5622 5?1 59 23 1%0 18 17 46 11 8x10 MT20HS= 3x8 = 8x10 MT20HS= 4x6 11 4x10 2 4-0 4-8-0 , 7-0-0 9-7-11 12-1-10, 14-7-9 , 17-1-7 , 19-7-6 22-1-5 , 24-9-0 , 27-1-0, 29-5-0 ,31 )-0, 2-4-0 2-4-0 2-4-0 2-7-11 2-5-15 2-5-15 2-5-15 2-5-15 2-5-15 2-7-11 2-4-0 2-4-0 2-4-0 Plate Offsets(X,Y)-- [1:0-2-4,0-0-121,[2:0-4-4,0-1-151,[5:0-7-0,0-2-81,[9:0-5-0,0-3-01,[12:0-7-0,0-2-81,[15:0-4-4,0-1-141,[16:0-2-2,0-0-121,[20:0-5-0,0-4-81,[25:0-5-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.95 Vert(LL) 0.74 22-23 >516 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.95 Vert(TL) -1.1622-23 >327 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.55 Horz(TL) 0.18 15 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:416 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD 2x6 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. B2:2x6 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-4-4,Right 2x4 SP No.3 1-4-4 REACTIONS. (Ib/size) 2=4148/0-8-0 (min.0-2-7),15=4148/0-8-0 (min.0-2-7) Max Horz 2=-82(LC 29) Max Uplift2=-2522(LC 7),15=-2522(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-8183/4957,3-4=-10173/6241,4-5=-10486/6555,5-43=-12113/7723,6-43=-12113/7723, 6-44=-13740/8830,7-44=-13740/8830,7-45=-14415/9297,45-46=-14415/9297, 8-46=-14415/9297,8-47=-14415/9297,47-48=-14415/929719-48=-14415/9297, 9-49=-14489/9346,49-50=-14489/9346,10-50=-14489/9346,10-51=-13724/8820, 11-51-13724/8820,11-52=-1 2117/7725,12-52=-1 2117/7725,12-13=-10486/6555, 13-14=-1 0174/6242,14-15=-8183/4957 BOT CHORD 2-28=-3519/5944,27-28=-4608/7727,26-27=-5821/9644,26-53=-6065/9945, 25-53=-6065/9945,25-54=-7626/12245,24-54=-7626/12245,24-55=-8647/13740, 23-55=-8647/13740,23-56=-9184/14524,56-57=-9184/14524,22-57=-9184/14524, 22-58=-8637/13724,21-58=-8637/13724,21-59=-7628/12248,20-59=-7628/12248, 20-60=-6065/9944,19-60=-6065/9944,18-19=-5822/9644,17-18=-4608/7727, 15-17=-3519/5944 WEBS 3-28=-1342/860,3-27=-1 297/2055,4-27=-565/419,4-26=-590/550,5-26=-138/424, 12-19=-135/420,13-19=-590/549,13-18=-564/418,14-18=-1 297/2055,14-17=-1342/860, •• ••• • • 12-20=-2070/3135,5-25=-2066/3129,11-20=-2237/144416-25=-2253/1454, ; • • • • • •• 11-21=-1413/2143,6-24=-1430/2168,10-21=-1507/955,7-24=-1429/904,10-22=-736/1121, • •: • • • i 7-23=-653/999,9-22=727/418,8-23=-715/427 •• ••i • i i • NOTES- 1) OTES1)2-ply truss to be connected together with 16d(0.131"x 3.5")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc clinched. ••• ••• • • Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc clinched. • . ; • • • : • Webs connected as follows:2x4-1 row at 0-9-0 oc clinched. •• • • • ; ; • •• 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.el9 to plyo• . • connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. • • 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=32ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.6e;• • • • •.. • 5)Provide adequate drainage to prevent water ponding. • • ; ; • 6)All plates are MT20 plates unless otherwise indicated. ; • • • • &&& WaCrffadg42MT20 unless otherwise indicated. ••• • • • •• •. Job Truss Truss Typeav Ply PARIS RESIDENCE 16022901 2HG7 Hip Girder 1 A0012283 2 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:16 2016 Page 2 ID:goCnUoDUOiaS7L_L23tP3kzcUM-CcSyP0005ehU8pSniGsgglSiSoNIMLqvsPkPLKza66j NOTES- 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)2=2522,15=2522. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)583 Ib down and 519 Ib up at 7-0-0,409 Ib down and 332 Ib up at 9-0-12, 409 Ib down and 332 Ib up at 11-0-12,409 Ib down and 332 Ib up at 13-0-12,409 Ib down and 332 Ib up at 15-0-12,409 Ib down and 332 Ib up at 16-8-4,409 Ib down and 332 Ib up at 18-8-4,409 Ib down and 332 Ib up at 20-8-4,and 409 Ib down and 332 Ib up at 22-8-4,and 583 Ib down and 519 Ib up at 24-9-0 on top chord,and 391 Ib down and 225 Ib up at 7-0-0,109 Ib down and 146 Ib up at 9-0-12,109 Ib down and 146 Ib up at 11-0-12,109 Ib down and 146 Ib up at 13-0-12,109 Ib down and 146 Ib up at 15-0-12,109 Ib down and 146 Ib up at 16-84,109 Ib down and 146 Ib up at 18-8-4,109 Ib down and 146 Ib up at 20-8-4,and 109 Ib down and 146 Ib up at 22-8-4,and 391 Ib down and 225 Ib up at 24-8-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-5=-90,5-12=-90,12-16=-90,31-37=-20 Concentrated Loads(lb) Vert:5=-512(B)12=-512(8)26=-362(8)19=-362(B)43=409(6)44=-409(B)45=-409(B)47=409(6)48=-409(B)50=-409(B)51=-409(B)52=-409(B)53=50(B)54=50(B) 55=50(B)56=50(B)57=50(B)58=50(B)59=50(8)60=50(B) • Job Truss Truss Type Otv PlyPARIS RESIDENCE 16022901 3HG3 Hip Girder 1 1 A0012284 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:17 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-hoOKcgPesxpLlzl_FzN3NE?2PCrA5w_253Tztmza66i -1-0-0 3-0-0 4-3-0 5-6-0 8-6-0 9-6-0 1-0-0 3-0-0 1-3-0 1-3-0 3-0-0 1-0-0 Scale = 1:20.1 4.00 12 4x8 — 4x6 = 3 17 4 1.5x4 LO I 5 1.5x4 11 � 2 6 T 1Li lLO 6 8 18 7 3x4 11 1.5x4 11 3x4 = 3x4 11 3-0-0 3-9112 4-3-0 5-5-4 5-R-0 8-6-0 3-0-0 0-0112 1-2-4 1-2-4 0-0112 3-0-0 Plate Offsets(X,Y)-- f1:0-2-4,0-0-121,f3:0-5-4,0-2-01 f6:0-2-2,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.23 Vert(LL) 0.03 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.39 Vert(TL) -0.06 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FRC2014ITP12007 (Matrix-M) Weight:38 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-2 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=685/0-8-0 (min.0-1-8),5=685/0-8-0 (min.0-1-8) Max Horz 2=-38(LC 22) Max Uplift2=-414(LC 7),5=-414(LC 7) Max Grav2=695(LC 28),5=695(LC 29) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1188/56113-17=-1111/557,4-17=-1111/557,4-5=-1188/560 BOT CHORD 2-8=-461/1086,8-18=-458/1103,7-18=-458/1103,5-7=-460/1076 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.11; Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=414, 5=414. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)168 Ib down and 230 Ib up at 3-0-0, and 83 Ib down and 108 Ib up at 4-3-0,and 168 Ib down and 230 Ib up at 5-6-0 on top chord,and 126 Ib down and 38 Ib up '34-S,• • • • • and 23 Ib down at 4-3-0,and 126 Ib down and 38 lb up at 5-5-4 on bottom chord. The design/selection of such connectiorrdevice(s),•Is ' • • • ••• the responsibility of others. • •• • • • ; • • • 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •• ••; •• ••• •• LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 • • Uniform Loads(plf) • . , • • Vert:1-3=-90,3-4=-90,4-6=-90,11-14=-20 • • • ; ; • • • • Concentrated Loads(lb) •; ; • • • : • ;• • • Vert:3=-17(F)4=-17(F)8=-91(F)7=-91(F)17=-17(F)18=-19(F) •• • ;• '•• • • Job Truss Truss Type Qty �Ply1PARIS RESIDENCE16022901 3T Common 1 AOO12285 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:18 2016 Page 1 I D:goCnUoDUOiaS7L_L23tP3kzcUM-9_aigAPGdFxCN6cAphu IwSX9YbDOgN7BKjD WOCza66h 4-3-0 8-6-0 4-3-0 4-3-0 Scale= 1:15.8 4x6 = 4.00 F12 2 12 13 11 14 1 1 3 o 4 1.5x4 11 3x4 11 3x4 11 4-3-0 8-6-0 4-3-0 4-3-0 Plate Offsets(X Y)-- [1:0-2-0,0-1-41,[3:0-2-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.46 Vert(LL) -0.02 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.27 Vert(TL) -0.04 4-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:28 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-4 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=468/0-8-0 (min.0-1-8),3=468/0-8-0 (min.0-1-8) Max Horz 1=-40(LC 9) Max Upliftl=-294(LC 11),3=-294(LC 11) Max Grav1=490(LC 18),3=490(LC 18) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-784/702,11-12=-751!706,2-12=747/710,2-13=-747/710,13-14=-751/706, 3-14=-784/702 BOT CHORD 1-4=-553/676,3-4=-553/676 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=1 511;B=45ft;L=24ft;eave=oft;Cat.Il; Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-3-0,Exterior(2)4-3-0 to 7-3-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=294, 3=294. 5)"Semi-rigid pitchbreaks includigg 1pelsWensber end fixity model was used in the analysis and design of this truss. •• • • • • LOAD CASE(S):Startdarrd 9 •• • ••• ••• ••• �•• i•• •• ••• • • Job Truss Truss Type otv �Ply1PARIS RESIDENCE16022901 CJ3P Diagonal Hip Girder 2 A0012286 Job Reference(optional) Martinez Truss Co.,Inc.,'Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:18 2016 Page 1 I D:goCnUoDUOiaS7L_L23tP3kzcLJM-9_aigAPGdFxCN6cAphu IwSXDjbFUgN7BKjD WOCza66h -1-5-0 1-4-15 2-0-11 4-1-7 1-5-0 1-4-15 0-7-12 2-0-11 Scale = 1:11.1 2.83 12 4 1.5x4 zz- 1 3 T1 U? 1.5x4 11 2 1 1 61 12 6 5 3x4 = 2x4 I I , 1-4 15 4-1-7 1-4-15 2-8-7 Plate Offsets(X,Y)— [1:0-2-1,0-0-121 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.19 Vert(LL) -0.01 6-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.13 Vert(TL) -0.02 6-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:20 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=100/Mechanical,2=373/0-10-15 (min.0-1-8),5=1 01/Mechanical Max Horz 2=94(LC 23) Max Uplift4=-66(LC 7),2=-223(LC 7),5=-10(LC 7) Max Grav4=100(LC 16),2=373(LC 1),5=116(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-351/75,3-11=-317/77 BOT CHORD 2-12=-108/316,6-12=-108/316 WEBS 3-6=-329/112 NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5 except(jt=lb) 2=223. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 Ib down and 23 Ib up at 1-4-15, and 104 Ib down and 23 Ib up at 1-4-15 on top chord,and 19 Ib down and 9 Ib up at 1-4-15,and 19 Ib down and 9 Ib up at•1tf-19'dt1• • • • • • bottom chord. The design/selection of such connection device(s)is the responsibility of others. • ; •• : • • 000 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •• • • • • • LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-4=-90,5-8=-20 ••• • • • • • • • •• • ••• • • • • • ••• • • • • •• •• Job Truss Truss Type Qty Fy1CRIS RESIDENCE16022901 CJ7 Diagonal Hip Girder 5 A00122$7 Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:19 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-dB841 WQuOZ33?GAMNOPXSf4FT?SSZfxLYNy3yeza66g -1-5-0 4-2-15f1-10-1Q 7-0-14 9-9-5 1-5-0 4-2-15 0-7-12 2-2-3 2-8-7 Scale= 1:21.7 2.83F1_2 4 3x4 ; 13 12 3 n `° cl�' M ' N N N 1.5x4 11 2 1 O 14 7 15 6 3x4 11 5 1.5x4 11 3x4 = 1-4-15 4-2-15 f1-10-1Q 7-0-14 9-9-5 1-4-15 2-9-15 0-7-12 2-2-3 2-8-7 Plate Offsets(X Y)— [1:0-2-1,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.77 Vert(LL) -0.07 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.75 Vert(TL) -0.18 6-7 >645 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FRC2014fTP12007 (Matrix-M) Weight:42 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=231/Mechanical,2=760/0-11-5 (min.0-1-8),5=440/Mechanical Max Horz 2=180(LC 7) Max Uplift4=-147(LC 7),2=-410(LC 7),5=-129(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-12=-1575/537,3-12=-1506/538 BOT CHORD 2-14=-631/1507,7-14=-631/1507,7-15=-631/1507,6-15=-631/1507 WEBS 3-6=-1555/651 NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)4=147, 2=410,5=129. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)59 Ib down and 84 Ib up at 4-2-15, 59 Ib down and 84 Ib up at 4-2-15,and 100 Ib down and 149 Ib up at 7-0-14,and 100 Ib down and 149 Ib up at 7-0-14 on top chord, and 20 Ib down and 30 Ib up a 1+1 j,.?9 Ibdown and 30 Ib up at 1-4-15,19 Ib down at 4-2-15,19 lb down at 4-2-15,and 43 Ib down at 7-0-14!and 4 Ib�1oWr%t T&O-i4 an bottom 01ord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CAR )sectien,Vhgs Ulied t4the face of the truss are noted as front(F)or back(B). Is ••• • • • LOAD CASES}1•Sta&dcvd•• •• ••• '• 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-4=-90,5-9=-20 • ••• • Concent rllt d Loals(lb)• • • • • • • ye 1 isi(F=-0,�8=b)T�-12S(F=14,Bt+64)14=-21(F—10,B=-10)15=-86(F=-43,B=-43) so • • • • ••• • •• • ••• • • • • ••• Job Truss Truss Type Qty Fy1CRIS RESIDENCE16022901 J1 Jack-Open 10 A0012288 Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:19 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-dB841 WQuOZ33?GAMNOPXSf4Qh?dVZgCLYNy3yeza66g -1-0-0 1-0-0 1-0-0 1-0-0 (2) 16d NAILS 4.00 12 3 Scale= 1:6.0 2 1.5x4 I 1 T T1 1 o 1311 `� o 4 (2)16d NAILS 2x4 11 1-0-0 1-0-0 Plate Offsets(X,Y)-- (1:0-2-4,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.12 Vert(LL) 0.00 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.02 Vert(TL) 0.00 8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:6 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=14/Mechanical,2=190/0-8-0 (min.0-1-8),4=-5/Mechanical Max Horz 2=54(LC 11) Max Uplift3=-10(LC 8),2=-146(LC 11),4=-5(LC 1) Max Grav3=15(LC 16),2=190(LC 1),4=17(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4 except Qt=1b) 2=146. 5)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard •• • ••• • • • • Job Truss Truss Type Qty �Ply1PARIS RESIDENCE16022901 J1P Jack-Open 4 AOO12289 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:20 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcUM-5NiSFsRX9sBvcQlYx6xm?tcbQPZklHSUn1 idU5za66f -1-0-0 1-0-0 1-0-0 1-0-0 (2) 16d NAILS 4.00 F12 3 Scale= 1:6.0 2 1.5x4 11 T1 1 — 6 LA B1 L6 0 >< 4 (2)16d NAILS 2x4 11 1-0-0 1-0-0 Plate Offsets(X Y)-- [1:0-2-4,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.12 Vert(LL) 0.00 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.02 Vert(TL) 0.00 8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:6 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=14/Mechanical,2=190/0-8-0 (min.0-1-8),4=-5/Mechanical Max Horz2=62(LC 11) Max Uplift3=-21(LC 8),2—156(LC 11),4=5(LC 1) Max Grav3=24(LC 16),2=190(LC 1),4=13(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottorh chord and any other members. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4 except(jt=lb) 2=156. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard • • • • • ••• ••• • • • • • • •• • • ••• • • •• • • • ••• i.••i i i i i•••� •i• Job Truss Truss Type Qty FyRISCRESIDENCE 16022901 J3 Jack-Open 10 1 A0012290 Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:20 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-5NiSFsRX9sBvcQlYx6xm?tcarPyt IHSUn1 idU5za66f -1-0-0 3-0-0 1-0-0 3-0-0 (2116d NAILS 3 Scale= 1:8.9 4.00 12 9 Nr T1 1.5x4 11 2 T 1 T 1 1 B1 4 >< (2)16d NAILS 2x4 11 3-0-0 3-0-0 Plate Offsets(X Y)-- 11:0-2-4,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.15 Vert(LL) 0.01 4-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.13 Vert(TL) -0.01 4-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=107/Mechanical,2=267/0-8-0 (min.0-1-8),4=39/Mechanical Max Horz 2=96(LC 11) Max Uplift3=-68(LC 11),2=-153(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b)2=153. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard • •• • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • Job Truss Truss Type Qty Ply CRIS RESIDENCE16022901 J3P Jack-Open 3 1A0012291 Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:20 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-5NiSFsRX9sBvcQlYx6xm?tcaFPxVIHSUn1 idU5za66f -1-0-0 3-0-0 1-0-0 3-0-0 3 (2)16d aEV= 1:8.9 4.00 12 9 v TI rn , T , 1.5x4 11 2 r r 1 T 1 1 131 (2)16d IkIAILS 4 2x4 11 3-0-0 3-0-0 Plate Offsets(X,Y)-- f1:0-2-2,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.19 Vert(LL) 0.01 4-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.16 Vert(TL) -0.01 4-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=107/Mechanical,2=267/0-8-0 (min.0-1-8),4=39/Mechanical Max Horz 2=120(LC 11) Max Uplift3=-103(LC 11),2=-184(LC 11),4=-5(LC 11) Max Grav3=124(LC 16),2=267(LC 1),4=44(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;8=45ft;L=24ft;eave=oft;Cat.Il; Exp C;Part.Encl.,GCpi=0.55;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except(jt=lb)3=103, 2=184. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard •• • • • •• ••• • • ••• • • • • •• • • • • • • • • • • Job Truss Truss Type oty �Ply1PARIS RESIDENCE16022901 J5 Jack-Open 10 A0012292 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:21 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-ZZGrSCS9wAJmEaKIUpS?X49fVpCF1 khe0hRA1 Xza66e -1-0-0 5-0-0 1-0-0 5-0-0 (2)16d NAILS 3 Scale = 1:12.8 4.00 12 10 ' 1 r ' N 9 1.5x4 11 2 1 1 (2)16d NAILS 4 3x4 = 5-0-0 5-0-0 Plate Offsets(X,Y)-- (1:0-2-4,0-0-121,[2:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.54 Vert(LL) 0.06 4-8 >930 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.45 Vert(TL) -0.09 4-8 >636 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=191/Mechanical,2=371/0-8-0 (min.0-1-8),4=71/Mechanical Max Horz 2=138(LC 11) Max Uplift3=-123(LC 11),2=-184(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Gt=1b)3=123, 2=184. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard •• ••• • • • • • •• • •• • • • • ••• • •• • • • • • • • • •• • ••• • • • • • ••• • • • • ••• • • ••• • • • •• •• Job Truss Truss Type cny �Ply1PARIS RESIDENCE16022901 J7 Jack-Open 33 A0O12293 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:21 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-ZZGrSCS9wAJm EaKIUpS?X49d_p6b1 jbe0hRA1 Xza66e -1-0-0 3-9-1 _ 7-0-0 1-0-0 3-9-1 3-2-15 (3)16d NAILS 4 Scale= 1:16.2 4.00 12 1.5x4 11 3 12 ' rn ' 11 u7 N N 1.5x4 112 W1 1 6' p• e. 6 (3)16d NAILS 1.5x4 11 5 2x4 11 7-0-0 7-0-0 Plate Offsets(X Y)-- [1:0-2-2,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.64 Vert(LL) 0.29 6-10 >283 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.81 Vert(TL) -0.46 6-10 >180 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.04 2 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix-M) Weight:26 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=228/Mechanical,2=478/0-8-0 (min.0-1-8),5=148/Mechanical Max Horz 2=181(LC 11) Max Uplift4=-130(LC 11),2=-219(LC 11),5=-45(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vu1t=175mph(3-second gust)Vasd=136mph;TCDL=S.Opsf;BCDL=S.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.Il; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5 except Qt=1b)4=130, 2=219. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard • ••• • • • • •• • • • 0.0 • •• • • 0:0 • • • • ••• • • • • • • • • • • •• •• • • • •• 0: • • • • ••• • • • ••• Job Truss Truss Type Qty �Ply1PARIS RESIDENCE16022901 V4 Valley 2 A0012300 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:22 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-1 mgDfYSnhURdskvx2WzE4IiymDeemBxnFLBkZzza66d 2-0-0 4-0-0 2-0-0 2-0-0 3x4 = 4.00 12 Scale = 1:7.5 2 T1 T1 3 1 B1 2x4 2x4 4-0-0 4-0-0 Plate Offsets(X Y)-- [2:0-2-0 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.05 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:9 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=121/4-0-0 (min.0-1-8),3=121/4-0-0 (min.0-1-8) Max Horz 1=-1O(LC 9) Max Uplift1=-49(LC 11),3=-49(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • 0*0 • • • • • • •• • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • Job Truss Truss Type Qty �ply1PARIS RESIDENCE16022901 V8 Valley 1 A0O123O1 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:22 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-1 mgDfYSnhURdskvx2WzE41iukDdOmAYnFLBkZzza66d 4-0-0 8-0-0 4-0-0 4-0-0 Scale= 1:14.5 = 4.00 F12 46 2 T1 T1 ' T1 1 3 4 2x4 1.5x4 11 2x4 8-0-0 8-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.26 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.07 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:23 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=168/8-0-0 (min.0-1-8),3=168/8-0-0 (min.0-1-8),4=347/8-0-0 (min.0-1-8) Max Horz1=29(LC 10) Max Upliftl=-80(LC 11),3=80(LC 11),4=-113(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-269/301 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=S.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,3 except Qt=1b) 4=113. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard • • • • • • • • • • •• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• Job Truss Truss Type aty �Ply1PARIS RESIDENCE16022901 V12 Valley 1 A0012294 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:23 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-VyNbttTPSnZUTuU7cEUTdVE02cxaVdMxTUH50za66c 6-0-0 12-0-0 6-0-0 6-0-0 Scale = 1:18.9 4x6 = 4.00 12 2 6 7 5 T1 T1 8 ' T 1 3 3x4 % 4 3x4 1.5x4 11 12-0-0 12-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.48 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.20 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:36 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=242/12-0-0 (min.0-1-8),3=242/12-0-0 (min.0-1-8),4=638/12-0-0 (min.0-1-8) Max Horz 1=-48(LC 9) Max Upliftl=-108(LC 11),3=-108(LC 11),4=-234(LC 11) Max Grav 1=251(LC 20),3=251(LC 21),4=638(LC 1) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-475/396 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-10-13 to 3-10-13,Interior(1)3-10-13 to 6-0-0,Exterior(2)6-0-0 to 9-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)1=108, 3=108,4=234. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •• ••• • • • • • •• LOAD CASE(S) Standard • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• •• • • • ••• • • • •• • • • • • • • ••• • • • • ••• • • Job Truss Truss Type Qty Ply PARIS RESIDENCE 16022901 V16 Valley 1 1 AO012295 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:23 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcUM-VyNbttTPSnZUTuU7cEUTdVE4cczMVdixT?wH5Oza66c 8-0-0 12-1-12 14-10-8 8-0-0 4-1-12 2-8-12 Scale: 1/2"=l' 4x6 = 4.00 12 3 1.5x4 I 9 10 1.5x4 11 2 T1 4 1 5 RP I0p 0 3x4 8 7 6 3x4 II 1.5x4 I I 5x6 = 1.5x4 11 8-0-0 12-1-12 14-10-8 8-0-0 4-1-12 2-8-12 Plate Offsets(X,Y)-- f7:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.25 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.09 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:49 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-10-8. (lb)- Max Horz 1=-67(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)1,5 except 8=-219(LC 11),7=-112(LC 11),6=-214(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,5 except 8=467(LC 20),7=418(LC 1),6=455(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-8=-386/322,3-7=-333/212,4-6=-377/319 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=S.Opsf;h=1 511;B=45ft;L=24ft;eave=oft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-10-13 to 3-10-4,Interior(1)3-10-4 to 8-0-0,Exterior(2)8-0-0 to 11-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5 except Qt=1b) 8=219,7=112,6=214. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 00 6 600 LOAD CASE(S) Standard • • • • • • • • • • ••• • • • • •• • 00 0 0 00 00 •0 0• 0 • • • • • ••• 0 • • • •. 000 • • •• • • ••• • • ••• • • • • 0:0•• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• Job Truss Truss Type Qty �ply1PARIS RESIDENCE16022901 V20 Valley 1 A0O12296 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:24 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-z8xz4DU1 D5hL513KAx?i9jnCv0lbE4h4ifggdsza66b 5-10-4 10-0-0 14-1-12 16-10-8 5-10-4 4-1-12 4-1-12 2-8-12 Scale= 1:28.2 4x6 = 4.00F1_2 3 1.5x4 11 12 13 1.5x4 11 2 144 T1 1.5x4 11 11 5 C? 1 0 T 3x4 10 9 8 7 6 1.5x4 11 3x4 =1.5x4 11 1.5x4 11 1.5x4 11 5-10-4 10-0-0 14-1-12 16-10-8 5-10-4 4-1-12 4-1-12 2-8-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.41 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.15 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:59 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-10-8. (lb)- Max Horz 1=126(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,6,8 except 7=-215(LC 11),10=-284(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,6 except 8=385(LC 1),7=449(LC 21),10=609(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-8=-312/179,4-7=-373/314,2-10=-489/378 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-10-13 to 3-10-13,Interior(1)3-10-13 to 10-0-0,Exterior(2)10-0-0 to 13-0-0 zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,6,8 except Qt=lb) 7=215,10=284. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the wwly�%%ncl ie�ign of this truss. • LOAD CASES Standard • • •• • • • • • • • • • • • ••• • • eeo • • • • • • • • • • Job Truss Truss Type Oty �Ply1PARIS RESIDENCE16022901 V24 Valley 1 A0012297 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:24 2016 Page 1 ID:goCnUoDUOiaS7L_L23tP3kzcLJM-z8xz4DU1 D5hL513KAx?i9jnEEOJcE4x4ifggdsza66b 12-0-0 _ _ 18-10-8 12-0-0 6-10-8 Scale= 1:29.7 4x6 = 4.00F1_2 4 13 5 3 14 T1 6 %T1 T T i IOP 1 rco 3x4 % 12 11 10 9 8 7 3x4 = 12-0-0 18-10-8 12-0-0 6-10-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.26 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.09 Vert(TL) n/a - n/a 999 BCLL 0.0 " Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 (Matrix) Weight:71 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 18-10-8. (lb)- Max Horz 1=179(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,9 except 7=-106(LC 11),8=-198(LC 11),12=-197(LC 11), 10=-224(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,7 except 8=426(LC 21),12=425(LC 1),10=478(LC 20), 9=301(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 5-8=-355/292,2-12=-340/294,3-10=-395/324 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=1 51t;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-10-13 to 4-0-0,Interior(1)4-0-0 to 12-0-0,Exterior(2)12-0-0 to 14-10-8 zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss tq.4arirlQ plate capable o6wi"tEndlrRj•100 Ib uplift at joint(s)1,9 except(jt=lb) 7=106,8=198,12=197,10=224. • • • • • • • • • 7)"Semi-rigid pitchbreaks including heels"Member end 444 was:se:indhesmalysilvand design of this truss. LOAD CASE(S) Standard •• • • • •• ••• •• • • ••• • • • • • • • • • • • • 0 0 • • Job I Truss Truss Type Qty PlyPARIS RESIDENCE 16022901 V26 Valley 1 1 AOO12298 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:25 2016 Page 1 I D:goCnUoD UOiaS7L_L23tP3kzcLJM-SLVLIZVf_PggBe WjfWxiwKMuQeszWU DxJPOAlza66a 9-6-8 13-6-8 16-7-8 2.1-11-8 9-6-8 4-0-0 3-1-0 5-4-0 Scale = 1:37.9 4.00 F12 4x6 = 4x6 = 5 14 15 6 16 1.5x4 I 3x4 I I 3x4 4 177 1.5x4 11 3 Mc? ' o 2 cIt r" n R1 LLJ 132 n, 3x4 % 13 12 11 18 10 9 19 8 1.5x4 11 3x4 = 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 I i 9-6-813-6 8 16-7-8 21-11-8 9-6-8 4-0-0 3-1-0 5-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.45 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.15 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:86 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 21-11-8. (lb)- Max Horz 1=246(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1 except 8=-164(LC 11),13=-255(LC 11),10=-101(LC 8),9=-143(LC 11),12=-272(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1 except 8=298(LC 1),13=547(LC 20),10=360(LC 16),9=510(LC 18),12=583(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-5=189/258,5-14=-169/271,14-15=-169/271,6-15—169/271,7-8=-248/260 WEBS 2-13=-447/367,5-10=-268/215,6-9=-388/294,4-12=-477/406 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;8=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-10-13 to 4-0-0,Interior(1)4-0-0 to 13-6-8,Exterior(2)13-6-8 to 16-7-8,Interior(1)20-10-7 to 21-9-12 zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in a%ajeas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. • ••; • • • • . •• 6)Provide mechanical connection(by others)of truss to bearing plate capable of VATstandiry 16(616 uoift't itint1s)6 except(jt=1b)8=164, 13=255,10=10119=143,12=272. • • • • • • ••• •• 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in tRb analfsissana.ijsidhofthic truss. • LOAD CASE(S) Standard •• •• • • • • • • • • • • Job Truss Truss Type aPly PARIS RESIDENCE 16022901 V28 Valley 1 1 A0012299 Job Reference(optional) Martinez Truss Co.,Inc.,Medley,FL 33166,Jorge L.Martinez Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Mar 17 08:00:25 2016 Page 1 ID:goCn UoDUOiaS7L_L23tP3kzcLJM-SLVLIZVf_PgCjBeWjfWxiwKNoQfczXpDxJPOAlza66a 9-6-8 13-6-8 14-5-$ 18-5-8 20-10-8 9-6-8 4-0-0 -11- 4-0-0 2-5-0 Scale= 1:35.2 4.00 F12 4x6 = 4x6 = 5 6 3x4 4 16 7 8 M 3 2 4 1 - N PQQQQQQQQQQM 3x4 % 15 14 -13- -17 12 11 18 10 9 3x4 = _ 9-6-8 13-6-8 14-5-$ 18-5-8 20-10-8 9-6-8 4-0-0 -11 4-0-0 2-5-0 Plate Offsets(X,Y)-- (5:0-3-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.40 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.10 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) -0.00 9 n/a n/a BCDL 10.0 Code FRC2014/TP12007 (Matrix) Weight:86 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-10-8. (lb)- Max Horz 1=228(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)9,1,12,11 except 15=-255(LC 11),10=-201(LC 11),13=-273(LC 11) Max Grav All reactions 250 Ib or less at joint(s)9,1,12 except 15=547(LC 1),11=317(LC 21),10=422(LC 21), 13=583(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-15=-446/367,6-11=-252/164,7-10=-348/322,4-13=-478/405 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=175mph(3-second gust)Vasd=136mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.Il; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-10-13 to 4-0-0,Interior(1)4-0-0 to 13-6-8,Exterior(2)13-6-8 to 14-5-8,Interior(1)18-5-8 to 20-8-12 zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0Qsf. • . ••• •• 7)Provide mechanical connection(by others)of truss to bCajin�pl to Capable!oflvitllstandin:;00 Ib uplift at joint(s)9,1,12,11 except (jt=1b)15=255,10=201,13=273. • • • • 0•• •• 8)"Semi-rigid pitchbreaks including heels"Member end fixity mVb(wa%used•n the dnaVsil aryl design of this truss. ••• • • • •• •• LOAD CASE(S) Standard • • • . ••• • fee • • �•••• • AUGUST 3, 2015 TRUSSED VALLEY CONNECTION DETAIL T-VALLEY-180-D MiTek USA,Tampa,FL ^O� GENERAL SPECIFICATIONS 000 1.NAIL SIZE=3.5"X0.131"=16d 2.WOOD SCREW=4.5"WS45 USP. 3.INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND MiTek USA,Inc. SECURE TO BASE TRUSSES AS PER DETAIL A 5.BRACE VALLEY WEBS IN ACCORDANCE WITH THE GABLE END,COMMON TRUSS INDIVIDUAL DESIGN DRAWINGS. OR GIRDER TRUSS 6.NAILING DONE PER NDS-05 7.VALLEY STUD SPACING NOT TO EXCEED 60"O.C. 8.BASE TRUSS AND VALLEY TRUSS MUST BE SOUTHERN PINE LUMBER. ii BASE TRUSSES VALLEY TRUSS TYPICAL VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P Fl 2 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 16d NAILS 6"O.C. WIND DESIGN PER ASCE 7-10 MAXIMUM WIND SPEED=180 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 EXPOSURE B,C OR D WIND DURATION OF LOAD INCREASE:1.33 ATTACH 2x4 CONTINUOUS NO.2 SP MAX TOP CHORD TOTAL LOAD=50 PSF TO THE ROOF W/TWO USP WS45(1/4"X 4.5") MAX SPACING=24"O.C.(BASE AND VALLEY) WOOD SCREWS INTO EACH BASE TRUSS. MINIMUM REDUCED DEAD LOAD OF 4.8 PSF `0PS�A�� qCON THE TRUSSES. `, D 39380 • ••• —; .i 1.5"Max ��• A-. ••• Q•� `� ••• •• ����.,��O,►yp,L E�.��, August 3,2015 taL C;rt. 66434 ••• ' : : GENERAL NOTES NOTES GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES Trusses are not marked In any way to Identify the Los trusses no estan marcados de ning6n mod?que RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES frequency or location of temporary lateral restraint ldentifiquelafrecuenciaolocalizacOnderestriccOnlateral and diagonal bracing.Follow the recommendations yarrlostrediagonal temporales.Use las recomendadones (S) DONT overload the crane. for handling,installing and temporary restraining de manejo,Instalad6n,restdcd6n y annostre temporal de NO sobrecaue la 9 g r gr &a.bracing of trusses.Refer to SCSI—GWde to los trusses.Vea el fdlero Br 57—+ria d Buena Prad ra 6a. Good Practice for Handling.Installing.Restraialna para el Manelo.Instaladdin.Restri=on ymiostre de bs (S) NEVER use banding to lift a bundle. &Bracing..of Metal Plate Connected Wood Trusses Ac Madera Conectado<con Placas de Metal*** Trusses***for more detailed Information. para Informad6n mas detallada. NUNCA use las ataduras para levantar un Truss Design Drawings may specify locations of Los dibuJos de diseno de los trusses pueden especificar paquete. permanent lateral restraint or reinforcement for las localizadones de restriction lateral permanente o A single lift point may be used for bundles of individual truss members. Refer to the BCSI- refuerzo en los miembros individuales del truss.Vea la top chord pitch trusses up to 45'(13.7 m)and B3***for more Information.All other permanent hoja resumen BC51.83***para mas Infarmaci6n. EI parallel chord trusses of 30'(9.1 m)or less. bracing design is the responsibility of the building resto de los disenos de arrlostres permanentes son la Use at least two lift points for bundles with A WARNING!Do not over load supportin( designer. responsabilidad del disefiadbr del edifido. trusses up to 60'(18.3 m). structure with truss bundle. Use at least 3 lift points for bundles with trusses iADVERTENCIA!No sobrecargue la greater than 60'(18.3 m). estructura apoyada con el paquete de Puede usar un solo lugar de levantar pard pa- toss• A WARNING!The consequences of improper quetes de trusses de la cuerda superior hasta 45' Q Place truss bundles in stable position. handling,erecting,installing,restraining y trusses de cuerdas paralelas de 30'0 mens. and bracing can result In a collapse of the Puede usar dos pontos de levantar para Puse paquetes de trusses en Una posicid structure,or worse,serious personal injuryestable. or death. paquete5 mas de 60 pies. Use por to menos tres puntos de levantar para iADVERTENCIA!EI resultado de un maneJo, paquetes mas de 60 pies. levantamlento,insfaladon,restriction y arrisotre incorrecto puede ser la cafda de la estructura op>. MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES a6n peor,heridos o muertos. RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES A1 a_ or,. Banding and truss plates have 0 Hold each truss in sharp edges.Wear gloves when handling position with the erection equipment until top chord temporary lateral restraint and safety glasses when cutting banding. is installed and the truss is fastened to the bearing points. Sostenga cada truss en position con equipo de gr6a hasta que la resMcct6n lateral temporal de la X 9 Chapas de metal Uenen border afilados, cuerda superior este instalado y el truss estd asegurado en los soportes. Ueve guantes y lentes protectores cuando torte las ataduras. _ • ®Using a single pick-point at the peak can damage the truss. HANDLING — MANEJO EI use de un solo lugar en el pito para levantar puede or leas � hater can"o al truss. EM Avoid lateral bending. A C�pptl io 9 Use lG.1P Utilice Evite la flexion lateral. special care in culdado especial en windy weather or dial ventosos o cerca Approx.1l2 near power lines de cables eledrlcos o truss length and airports. de aeropuertos. Tagg"B TRUSSES up TO 30'(9-1 TRUSSES HASTA 30 PIES Aitach Spreader bar Locate spreader her 1 x, Toe-in. T �n above or sllRha:k- Yial-!: for truss 1- mid-height i �SrE_18.3 o Tagline The contractor is responsible for TRproperi receiv g g TPIES Spreader bar 2r3 to y receiving,unloading and storing O O 314 turas length the trusses at the jobsite.Unload trusses to Tagline smooth surface to prevent damage. TRUSSES UP TO ANDOVER 60' PIE m) 0 Use proper rig- Use equlpo aproplado TRUSSES HASTA V SOBRE 60 PIES EI contrabsta tiene la responsabilidad de ging and hoisting para levantar e recibir,descargar y almacenar adecuadamente equipment. improvisar. los trusses en la obra.Descargue los trusses en la INSTALLATION OF SINGLE TRUSSES BY HAND tierra Aso para prevenir el dano. RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES POR LA MANO r` 4` 0 Trusses 20' Trusses 30' t+ k x F (6.1 m)or (9.1 m)or r r r a ( less,support less,support at near peak. yt quarter points. r ?(t * Soporte Soporte de cerca al Pico los cuartos Q Trusses may be unloaded directly on the ground y . , los trusses I f Trusses up to 20' ► de tramo los F Trusses up to 30' -0. at the time of delivery or stored temporarily In de 20 pies o (6.1 m) trusses de 30 (9.1 m) contact with the ground after delivery.If trusses (S) DO NOT store NO almacene mens. Trusses hasta 20 pies pies o menos. Trusses hasta 30 pies are to be stored horizontally for more than one week,place blocking of sufficient height beneath unbraced bundles verticalmente los the stack of ''trusses at 8(2.4 m)to 10(3 m) upright. trusses sueltos. on-center(a.t.). TEMPORARY RESTRAINT & BRACING Los trusses pueden ser descargados directamente RESTRICCION Y ARRIOSTRE TEMPORAL en el suelo en aquel momento de entrega o ` almacenados temporalmente en confacto con el lFrOTM Refer to BCSI-B2***for moreTop Chord Tempora suelo despues de entrega.SI los trusses estaran information. Lateral Restraint guardados horfzontalmente para mas de Una semana,ponga bloqueando de altura sufidente Vea el resumen BCSI-B2***para mas Infor- (TCTLR) detras de la pila de los trusses a 8 hasta 10 pies 'r • • •macjon. 2x4 min. en centro(o.c.). • • • 0 For trusses * • i• Ltattgrdhndtbra•es for first truss directly as stored for more than one week cover bundles protect from the environment. ++" ' : Igllne wl &Mow!of top chord temporary ••• •• laterdire5rarr (seetab le in the next column). Para trusses guardados por mas de una semana, (S) DO NOT store on NO almacene en tlerra Coloque As afhost(S de derra para el primer -90' cubra los paquetes para protegerlos del amblente. uneven ground, desigual. truss dlrectamente en linea con cada una de Refer to SCSI-for more detailed Information las filas de restncci6n lateral temporal de la pertaining to handling and jobsite storage of Brace first truss • c(�prda superjor(vea la en la Proxima �_securely before trusses. •„�• 0 dol:na). • • • erection of additional Vea ei folleto BCSI***Para informad6n mas detal- _ •' • • •• 11DO41NOT walk on trusses. lads solve el maneJo y almacenado de los trusses _ *'� " _ ( • • • Unrated trusses. en area de trabajo. _ - ' --— AD taurine en trusses ® sueltos. • I 181iL1911 e I 01114; 1 01 / • • a a , • • / , • STEPS TO SETTING TRUSSES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRwaidiN Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALEL45 3X2 Y 4X2 LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES 10' 3 m)or Diagonal bracing Repeal diagonal bracing Refer 15'14.6 m)* every 15 truss spaces 30' © 1)Install ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 to BCSI-B7***for :i _.- (9.1 m) trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal more information. bracing(see below).5)Install web member plane diagonal bracing to stabilize the first five trusses(see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(see Yea el resumen !i below).7)Repeat process on groups of four trusses until all trusses are set. BCSI-87***para i iI cod's informad6n. 1)Instate los arriostres de tiers.2)Instate el primero truss y ate seguramente at arriostre de Tierra.3)Instate los pr6ximos 4 trusses con restrlCd6n lateral temporal de m/embro corto(vea Apply diagonal brace to vertical J abaJo).4)Instate at arriostre diagonal de la cuerda superior(vea abajo).S)Instate arriostre webs at end of cantilever and at /= diagonal para los plans de los miembros secundarios para estabilice los primeros cinco trusses bearing locations. All lateral restraints (vea abajo).6)Instate la restriceidn lateral temporal y arriostre diagonal para la cuerda Inferior I lapped at least two trusses. o (vea abaJo).7)Repita este procedimiento en grupos de cuabro trusses hasta que todos los *Top chord temporary lateral restraint spacing shall be 10'(3 m)o.c.max.for 3x2 chords trusses esten instalados. and 15'(4.6 m)o.c.for 4x2 chards. Refer to BCSI-B2***for more information. veaelresumenBCSi-B2***para masinformacidn. INSTALLING - INSTALACION Outwof-Plane` RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES Tolerances for Out-of-Plane tOutof-Plumb, Max.Bow Truss Length Tolerancias para Fuera-de-Plano. RESTRICCIUN/ARRIOSTRE PARA TODOS PLANOS DE TRUSSES 3!4" 12.5' This restraint&bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses(PCTs). Length-► Max.Bow D/50 D(ft.) 19 mm 3.8 m See top of next column for temporary restraint and bracing of PCTs. m 1' 2 m to r Lengthy 6 mm 0.3 m 22 mm 4.5 m Este metodo de restricddn y arriostre es para todo trusses excepto trusses de Cuerdas paralelas Max.Bow f I 1/2" 2' V 16.7' (PCTs)3x2 y 4x2.Yea la parte superior de la columna para la restriccifin y arriostre temporal de PCIS. Max.Bow o 13 mm 0.6 m 25 mm 5.1 m ------------------------ 2- i 3!4" 3' 1-1/8" 18.8' 1)TOP CHORD-CUERDA SUPERIOR Length o Plumb 19 mm o.9 m 29 mm 5.7 nr /line 1" 4' E 20.8' Truss Spa' Top dhord Teeliorary Lateral RsstraIni,(TCTLR)Spacing Tolerances for ` 25 mm 1.2 m 6.3 m Long/tud de Ttamo $spaciamiento del Arrlostre Temporal dela Cuefrda Superior Out-of-Plumb. 1-1/4" 5' 22.9' Up to 30' ( ) Tole2ncias ora D/50 max 32 mm 1.5 m 9.1 m SO' 3 m o.c.max. Fuera-de-Plomada. ( - 1-112" 6' (38 mm) 1.8m 7.6m 30'(9.1 m)- i 8'(2.4 m)o.c.max. 1-3/4" T 29.2' 45'(13.7 m) CONSTRUCTION LOADING 45 mm 2.1 m 45'(13.7 m)- 6' 1.8 m o.c.max. CARGA DE CONSTRUCCI(SN 2" i8'60' 18.3m ( ) 51 mm Z2.4m 10.1m DO NOT proceed with construction until all lateral 60'(18.3 m)- 4'(1.2 m)o.c.max. restraint and bracing is securely and properly In place. Maximum stock"ght 80' 24.4 m* for MnneNel on Trusses NO proceda con la constnlccl6n hasty que Codas las restric- *Consult a Registered Design Professional for trusses longer than 60'(18.3 m). clones laterales y los arriasbms esten colocados en forma Material Height *Consulte a un Professional Registrado de Diseilo para trusses m3s r`� apropiada y segura. de 60 pies. -.-r_.-`�; � `� Gypsum Board 12"(305.m) � DO NOT exceed maximum stack heights.Refer to BCSI-84*** 21 See BCSI-B2***for TCTLR options. for more information. Plywood or 088 16"(406 mm) Yea e/BC57.81***para las opciones de TCTlR. NO exceda las alturas maximas de mont6n.Yea el resumen Asphalt Shingles 2 bundles Refer to BCSI-B3*** BCSI-84***para m3s Informad6n. Concrete Block 9"(203 mm) for Gable End Frame re- _- - " \ -�., straint/bracing/reinforcement - _ \ 711,i clay Tile 3-4 tiles high information. �� �' A �zz V' AC Para informaci6n sobre restric- -'�"� o6n/arriostre/refuerzo para (S) DO NOT overload small groups or single trusses. Armazones Hastiales vea el 0 Repeat diagonal NO sobrecargue pequen"os grupos o trusses individuales. resumen BCSI-B3*** braces for each set of 4 trusses. (S) NEVER stack materials near a peak or at mid-span. Note:Ground bracing not shown for clarity. NUNCA amontone los materiales cerca de un pito. Repita los arri- sotres diagonales Place loads over as many trusses as possible. para Cada grupo Coloque las cargas sobre tantos trusses como sea o- 2)WEB MEMBER PLANE-PLANO DE LOS MIEMBROS SECUNDARIOS de_4 trusses. posible. Position bads over load bearing walls. F 07M - Diagonal Coloque las cargas sobre las Paredes soportantes I bracing ALTERATIONS-ALTERACIONES �I 1 p shoowwoiorcerit LATERAL RESTRAINT web members &DIAGONAL BRACING ~ � IFNI=Refer to BCSI-85.*** ARE VERY IMPORTANT Yea el resumen BCSI-B5.*** (S) DO NOT cut,alter,or drill any structural member of a truss unless - iLA RESTRICCION �� ��:��`` specifically permitted by the truss design drawing. LATERAL Y EL \`�� NO Corte,altere o perfore ningun miembro estn/ctural de un truss, ARRIOSTRE ' y ��� a mends que est6 especificamente permitido en el dibujo del disefio DIAGONAL � Bottom chords del truss. SON MUY EMU=Trusses that have been overloaded during construction or altered without the Truss IMPORTANTES! Diagonal braces Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. every 10 truss spaces Trusses que se han sobrecargado durance la ronstruccicin o han sido alterados sin la autorizaci6n 10'(3 m)-15'(4.6 m)max.Same spaci 20'(6.1 m)max. previa del Fabricante de Trusses,pueden hater nulo y sin efecto la garantia limitada del Fabri- as bottom chord lateral restraint Note:Some chord and web members tante de Trusses. not showrjfor cWrit* • • • 4 •• ••• 3)BOTTOM CHORD-CUERDA INFERIOR .�� • • • • • • • • "•contact tie Component Manufacturer for more information or consult a Registered Design Professional for assistance. /_,.�.,` - • • • • •• To view•non-printing PDF of this document,visit www c ibr rdustry.mmrhl. Lateral lappedRestraints-2wo tr or fes\ �\ ••• • • • • •r1p on the that the wntractor and greater lapped over two trusses. �` ��1` • ••• ••• r6r"sanalpww n the apabwy and undertake the tthhe work they have agreed do on any gi n project.Ifrthe mntrmacfaror r(Celle it need •~�" -. �. • assistance in some aspect of the construction project,It should seek assistance from a competent party.The methods and Procedures \\ ~ Thetoed In recommendations rbcunKnt are harsdeg[o erawe that the ing a consmxtbn sses re bemployed t e put Me trusses Into dace SAFELY. cBottomhords -� - �• - These el kwchwith t us ung,installing,manufacture rand Burt ll and bracing trusses are based upon the collective experience pr ladled •,� \� personnel UIDE d r use truce design,fi mareling a and r or llation,contra but must,due to de nature a responsibilities tions be Interpreted presented chords `��� o •GUIDeRx use eo a qualified design bulWYg designer or contractor.ll b not straining that these ruommend it ons n Interpreted he \^��� ��'� • • • supe' to r eucrasia de methods Mssgn sPeeimolkn ford prom,gstabg,restraining and bracing trusses and it does not preclude the �� -.� • • • • • use other lkilmal•x onentss rad restrainincittracing the c and proMing s,SOCA do T walls,columns,aims,roofs and all the r damages• • • str al Wil�n•companerxs as de[em4ned by the contractor.Thus,SBCA and TPI expressty disclaim any responUhilay for damages -�\`` • : :•+ • : : •• an'from tri use,application,n reliance on ire recommendations and Information c mtalned herein. Diagl6%at braces every 10 S8� r truss spaces 20'(6.1111 max. S �I ®®®® atetr.umm� TRUSS PLATE INSTITUTE 10'(3 m)-15'(4.6 m) Note:Some chord and web members • • 672"='9 Madison,WI 53719 216 N.703/683-1010 12"www tpinsLo gA 22314 max. not shown for clarity.• • 000 • • • J2 • • 81WARKW7 IOD610 • / • I I . I I , • � I • I . • . , I ( I I 1 • / I I • • I I / I / / � I rf - l3� � Cs M Miami Shores Village 's-' rVED Building Department APR 07 zoos 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY; / Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 '('D BUILDING Master Permit No. 1S-20D2 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL F_JPLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION HOP ,1 / CONTRACTOR DRAWINGS JOB ADDRESS: P00N� U) &e' City: Miami Shores County: Miami Dade zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: r FFE: OWNER:Name(Fee Simple Titleholder): %�n'-� �`S+ � �1" (�L hone#: �3Dr�l) 27 36 Y11 Address:���/L-f N/.­Tze'-. 'R/'p /n x-;'_ City:, -�.t,- State: AL Zip: Tenant/Lessee Name: Phone#:_ 0,1' P-7 Email: f/, r,S 7? A.,, 91/ CONTRACTOR:Company �J� y Name: F �r5�/^NL�10►'1 . Z� . Phone#: 3OS-o2 yy-g78� Address: / 83 0 "l. j 0 louhc, �ichN,CC /� City: /`i`S S I'eV\r'lf_e State: r L 3 7 7Y1 I11 �I /, Zip: L� Qualifier Name: 'Ker!1'k �I�otd�2r Phone#: State Certification or Registration#: C C /51.2(99 Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$90 .- w Bond$ TOTAL FEE NOW DUE$ (Rev1sed02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. l understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicont.must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appy ed d are pection fee will be charged. Sig Signature 001 W ER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of /'/ 20 Aa by dray of /"/ 20 16 by 9411+ //a�iNj who is personally known to Xerra y �r who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si Si / 1 Print: JaMI e rXk, tint: qr"►i 2n tN5 Seal: Seal: JAMIE JENKINS FZMY JAMIE JENKIIVg MY COMMISSION#FF009945 COMMISSION8 FAPn121.2017 * ` 1 ,2 ***»********************* 0 nm I ************ APPROVED BY Plans Examiner Zoning u' Structural Review Clerk (Revised02/24/2024)