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Squ II'd1�3Ci 'DNI1001b`1:Dc4 •a•o „g� ;e sueq asuansueu; 5# pug •;UOD suaq 5# (L) 41Im Bul;ood a;auouo0 p„B1 x m„yl llld Pa;eau; a;lwia; pa;oedwoo ueap uano uaanbsl^ llw y uo Wlpm OI/OI# „9x„9 21O 4sawuaq(d 41Im gels a;auouoo „l, s6wuado ;e Bwoeds uod sa;ou ueld uol;gpunod gas pa;ou aslmua4;o ssalun „qr. paaoxa ;ou lle4s Buloeds XLW_ (leoldB;) ;uan ueq 5# (1) pue a;auouoo 4;Im Ilao IPd asea POOH Ilao pallid 4oea in deluano „O£ /m •;uan ueq 5# Vd b'IV uapeug 8 u 9 VIV uap"R e fl u UIS '85LB-Lgz LLL aw Ilao o; aau4 •suel laad aseald suol;san ue ane4 nofi dI 94; uo umo4s sl ;e4m do nail u( ;oal'oud s14; uod 6ullood Ieoidfi; Dsi slfiewai1 uuuoowo4m oil a r m m SS3aaad ilk 0 m 1N3Wd0'13h3Q alNN,IRI M 0 0 A ac0000-obb'# 0 � ® OZ—ZI-£ 0 SSZB-LBZ (BGU XV=J SBZB-LSB (BLU ;SNOHdBl31 C ® SBBbE VOIFJ01�'1FJVfl1S'DnNBAV J-nN0000 LLB 6 1 n srauuvl(j) y s{jajj yore m 'V 'd "V 'I 'V 'N3OVNe L3 N3C3VHE3 BRADEN & BRADEN, A. I. A., P. A. 97r6ded,5 & "Planners 417 COCONUT AVENUE. STUART, FLORIDA 3499B TELEPHONE: (772) 2B7-B26S FAX (772) 267-9293 #AAC-000032 WYNNE DEVELOPMENT PERMIT #: ADDRESS: To whom it may concern, Please note this Is the typical footing for this project in lieu of what is shown on the plans. If you have ang uestions please feel free to call me 1�2-28-1-8258. #5 bar cont. in Sin el ni Braden AIA en E Braden AIA PA Grade Curb height Verify based on foundation plan �c a W �0 ZLL WIll U U lic U ®—� [,(,S fi () CD 3-12-20 e ' ... >J ) N #5 bar vert. w/ 30" overlap at each filled cell Fill cell with concrete and (U 45 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 77 6"xd" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I I III I I 16' -III I --11I 14"w x 18"d Concrete footing with (2) 45 bars cont. and #5 4- transverse bars at 48" o.c. TYFCIAL GARAGE FOOTING DETAIL nts Braden & Braden, AIA, PA A&k YLMOV#AACCO0032 41 T Coconut Ave. Stuart, FL 34996 • (772) 287-8258 St. Lucie Countg Building Dept. Wgnne Development Date: -;! � 93\9-:: -- ) Address: S� ���5 mac\ �r Permit #: To whom it may concern. This detail applies._ to the insulation in the ends of the vaulted ceilings. If you have ang questions please feel free to call me at 112-281-8258 Braden 9-raden AIA Braden AIA PA R-19 I Cellln Trusses at 24" o.c. ,e shop drawings bg others ceiling transition '' !ded using metal studs erifg exact configuration :es 110' z'z �aUC� ®.W 0 �0Ucc' LU LU 0 -1 0 Batts batts Drywall ceding see typical section Detail nts 5c6 Z�- .\ v-e - O nXic RE: M11439 MiTek USA, Inc. MANOR 71 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: WYNNE DEVELOPMENT Project Name: M11439 Lot/Block: Model: MANOR 71 Address: UNKNOWN Subdivision: City: ST LUCIE COUNTY State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 16 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T18647372 a 11/13/2019 2 T18647373 al 11/13/2019 3 T18647374 a2 11/13/2019 4 T18647375 a3 11/13/2019 5 T18647376 a4 11/13/2019 6 T18647377 a5 11/13/2019 7 T18647378 a6 11/13/2019 8 T18647379 a7 11/13/2019 9 10 T18647380 T18647381 b bha 11/13/2019 11/13/2019 FILE COPY 11 T18647382 grb 11/13/2019 12 T18647383 j1 11/13/2019 13 T18647384 j3 11/13/2019 14 T18647385 j5 11/13/2019 15 T18647386 j7 11/13/2019 16 T18647387 kj7 11/13/2019 REVIEWED FOR CODE COMPLIANCE. ST. LUCIE COUNTY EOCC The truss drawitig(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021 Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account In the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly Incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ,`�JSR'P rF/ti 'LENS No 22839 ir o�O STATE OF -4J OOR *NA, �%% Wafter P. Finn PE No.22839 Mtrek NSA, Inc. H. cart 6634 6904 Parke East Blvd. Tampa R. 33610 November 13, 2019 1 of 1 Finn, Walter Job Truss Truss Type Ply MANOR 71 - T18647372 M71439 � A � Common �Qty 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierre, FL 8.130 s Mar 112018 MiTek Industries, Inc. Wed Nov 13 07.41:53 2019 Scale=1:59.3 4.00 12 4x4 = 3x4 = 3.6 = 6x8 = 2.3 II 3x4 = 3z4 = 3x4 = 3x8 = 7-9-13 13312 22-0-0 2741-0 35-0-0 7-313 &5.5 BA-14 5-0-0 7-40 Plate Offsets (X Y)- 12:0-1-14 Edge) LOADING (pat) SPACING- 2-M CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.13 14-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Veri(CT) -0.2514A5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Ho¢(CT) 0.02 14 n/a rue BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.10 17-20 >999 240 Weight: 1661b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 6-14 REACTIONS. All bearings 0410. (lb)- Max Horz 2=-179(LC 10) Max Uplift All uplift 100 lb or less at joint(s)12 except 2=470(LC 12),14=904(LC 12). 10=-186(LC 12) Max Grav All reactions 250 lb or less atjoint(s) except 2=731(LC 1), 14=1562(LC 1), 12=342(LC 22), 10=266(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1461/958, 3-5=-1282/878, 5-6=-639/551, 6-7=-261/745, 7-9=-379/723, 9-10=-96/254 BOT CHORD 2-17=-797/1413, 15-17=-410/878 WEBS 3-17=-316/317, 5-17=-333/545, 5-15=-572/515,6-15=-508/854, 6-14=-1202/797, -- 7-14=-269/324, 9-14--529/449 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psC BCDL=3.Opsf; h=15ft; B=71ft; L=35ft; eave=SB; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Extedor(2)-1-0-0to 2-64), Interior(1) 2-6-0 to 17-M. Exlerior(2)17-6-0 to 21-0-0 zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 par bottom chord live load nonconcumant with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with SCDL = I0.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s)12 except (jt=lb) 2=470. 14=904, 10=186. Waller P. Finn PE No.221119; Il USA,1ee. FL Cud EE14 6904 Parke East Blvd Tampa FL33610 Date: November 13,2019 WARNING-Ve4fydesfgnpemmefersand READNOTESONTNISAND/NCLUDEDMREKREFERENCEPAGEMO-7Q)rev.1W =ISBEFOREUSE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is foran individual building component, not ��• a truss system. Before use, the bullding designer must verify the appllooldiry of design nominates and anybody Incorporate thle design Into me overall building design, Basing Indicated Is to prevent buckling of Individual truss was and/or chord members only. Additional temporary and permanent bidding MiTek- Isalways required for stability and to prevent collapse with possible personal Injury and promeM damage. Forgenerel9uldanceregarangthe fabdwtlon, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI/FPIf Quality Cnteds,DSB-09 and BCS1 Building Component 604 Parke East Blvd. Sefarylnformadon availablehom Truss Plata InsUNte.218N.Lee SbeeLSuite312.Alexandda.VA22314. Tampa,FL M610 Job Truss Truss Type ' ON Ply MANOR 71 x Ti8647373 M11439 Al Gammon 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MRek Industries, Inc. Wed Nov 13 07:41:5412019 Page l ID:AJiommggFaOsPzA7N?xeHyei l l.sOgF8ga9 W KoLg?vsubyOPE4N=U7Zl mXZzApfLyJflR I 2 I -084-7-14 35-0-02 1b5 2-15 842-0-014-015 -0-0 �1 b 4B0 1P ass = Sole=1:59.5 17 .- 15 "" "' 14 '" 12 3.6 = 2.3 II 4x6 = 3x8 = 2.3 II 3x6 = 3x8 = 4x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Corte FBC2017rTP12014 CSI. TC 0.72 BC 0.76 WB 0.68 Matrix -MS DEFL Vert(LI.) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft L/d -0.31 14-15 >999 360 -0.65 14-15 -646 240 0.13 10 his Ina 0.35 14-15 >999 240 PLATES GRIP MT20 244/190 Weight: 1661b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-14 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. WEBS 2x4 SP No,3 REACTIONS. (lb/size) 2=1424/0-8-0,10=1424/0-8-0 Max Horz 2=-179(LC 10) Max Uplift 2=-868(LC 12), 10=-868(LC 12) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3481/2332, 3-5=-2886/2019, 5-6=-2886/2123, 6-7=-2886/2123, 7-9=2886/2019, 9-10=-3481/2332 BOT CHORD 2-17=-2073/3261, 15-17=-2073/3261,14-15=1280/2118, 12-14=-2088/3261, 10-12=-2088/3261 WEBS 6-14=-644/984, 7-14=-252/310, 9-14=-677/504, 6-15=-644/984, 5-15=-252/310, 3-15=-677/504 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-0-0 to 2-6-0, Intenor(1) 2-" to 17-6-0. Extedor(2) 17-6-0 to 21-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=868, 10=868. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 70 Ib up at 15-0-0, and 751b down and 70 Ib up at 20-" on top chord. The destgNseleclion of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-11=-54, 18-21=-20 Concentrated Loads (Ib) Vert: 26=-75 27=75 Walter P. Finn PE No.22819. Ii USA, Ine. FL Can 883a 6904 Parka East Blvd Tampa Ill. 33910 Data: November 13,2019 ®WARMNO-Vedydegnpammetem=dREADNOTESOMMISANDINCLUDMWM REFERENCEPAGEMII-7.473ray. 10,10=e15BEFOREUSE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building currencies, not �'- a miss system. Before use, Me building designer must verify the epplicabllie of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bradng M!Tek' Is always required for staNiity and to prevent collapse with Missiles personal Injury and property damage. For geneml guidance regarding me fabdotion, storage, delivery, erapbn and bracing of Wssea and truss systems, see ANSllnell Gustily creeds, DSB49 and BCS1 Building Component 6904 PuAe East Blvd. Sefetylnhrmatlon avellable him Tmss Plata Institute, 218 N. Lee Street. Suite 312, lucidness, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply MANOR 71 ' . T78647374 M1143D A2 Roof Special �Oty 8 1 Job Reference o llonal Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Wed Nov 13 07:41:55 2019 Page 1 ID:AJiommggFaOsPrA?N7xeHyeill-LbOdLAboHdwC19U3SITFySdYfNm_IO8hodvMCoyJOO 1-0-0 10- -77715 I 7-1 7-0 21117122 28 -15 71-9 38~62 I 85-2-0--07 -077 33 4.00 12 4x5 = Scale=1:60.3 15 14 3x12 3.5 = 2.3 II Sx8 = 3x12 2.00 12 77--7 13-79 I 1:1M I 23G 112-02 35-M 041 26137-15 1-. 8.2-7 Plate Offsets (X Y)— f2:D-1-8 Edoel f8:0-3-0 Edgel 110:0-1-15 Edgel rl4:0-2-40-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.58 12 >725 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.07 12-21 >393 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.39 10 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 MatrfX-M$ Wind(LL) 0.80 12 >527 240 Weight: 162 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-2 oc purlins. BOT CHORD Rigid ceiling direcgy applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-13 REACTIONS. (fib/size) 2=1349/0-M.10=1349/0.8-0 Max Hoe 2=-179(LC 10) Max Uplift 2=-825(LC 12), 10=825(LC 12) FORCES. (lb) -Max. Comp/Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-3317/2151, 3-5=-2562/1755, 5-6=-2355/1675, 6-7=-2377/1650, 7-9=-5276/3414, 9-10=-5681/3671 BOT CHORD 2-15=-1911/3110, 14-15=-1911/3110, 13-14=14282418,12-13=-308815062, 10-12=-3410/5408 WEBS 3-15=01302,3-14=-804/562,5-13=-357/270,6-13=-730/1177, 7-13=-3077/1999, 7-12=-110511963, 9-12=-403/372 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteaor(2) -1-0-0 to 2-6-0, Inleaor(1) 2-6-0 to 17-6-0, Exteaor(2) 17-" to 21-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 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 2-M wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s)10 considers parallel to grain value using ANSI7TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Ot=1b) 2=825,10=825. Waller P. Finn PE No.22839 Mii USA, Inc. FL dart 663d 6904Parke East BNd: Tampa FL33910 Dale: November 13,2019 WARNING. Vedfyo'eslgnpme.fers and READ NOTES ONTNASANDINCLUDED MI7EKREFERENCEPAGEMIL7473rev. IMM015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based any upon parameters shown, and Is for an individual building component, not ��' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulldingdeelgn. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only, Additlonaltemporagampermanentbmcing _ WOW Is always«yuired for stabilityand to prevent collapse with possible personal Injury and property damage. Forgenemiguldanceregarding Ne fabrication, sbago,delivery, erection and binding of Wsses and Was systems, see ANSWPH Quality entente, DSB-68 and SCSI Building Component 6904 Parka East Blvd. Sahnfy /n ann al lon available from Truss Plate Institute, 218 N. Lee Smoot, Suite 312, Alexendna, VA 22314. Tempe, FL 36610 Job Truss Truss Type Cry Ply MANOR 71 e T78647375 M11439 A3 Hip 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierre, FL 8.130 s Mar 112018 MTek Industries, Inc. Wed Nov 13 07:41:56 2019 ID:AJIommggFaDsPzA?N?xeHyeil I-pnx7Z WbO2x23vJ2F00—UUfAjZn6L1 tQgI Hfx Sale=1:62.3 4,00 12 44 = 46 = 6 7 17 16 3x4 2.3 II 5x8 = 3z8 0 3x12 3z5 = 2.00 12 7-7-15 I 13-743 I 17� 3-11 12 I 2649 F 35d1 7-7-15 611-9 3-0-6 -0-0 5-11-12 2-&13 &24 Plate Offsets (X,Y)— 12:0-1-0,Edgel, 19:0-3-0,Edgel. 111:0-1-15,Edge1 ll6:0-2-12 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (Hoc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.71 Vert(LL) -0.58 13-14 >721 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.0613-14 >395 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Hoa(CT) 0.39 11 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Wind(LL) 0.80 13-14 >526 240 Weight: 1691la FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 8-14 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-M, 11=1349/0-8-0 Max Horz 2=175(LC 11) Max Uplift 2=-825(LC 12). 11=4325(LC 12) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=3318/2236, 3-5=-2558/1847, 5-6=-2401/1788, 6-7=-2265/1737, 7-8=2422/1761, 8-10=-5275/3598, 10-11=-5687/3847 BOT CHORD 2-17=-2010/3111, 16-17=-2010/3111, 15-16=-1631/2419, 14-15=-1319/2240, 13-14=-3269/5065,11-13=-3578/6413 WEBS 3-17=0/304, 3-16=-807/565, 5-15=-320/270, 6-15=-489/605, 7-14=-352/592, 8-14=-3047/2096,8-13=-1175/1985,10-13=-408/379 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCOL=3.OpsQ h=15ft; Bari L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=i MWFRS (directional) and C-C Exterior(2)-1-0-0 to 2-6-0, Interior(1) 2-0-0 to 17-M. Exterior(2)17-0-0 to 18-0-0. Interior(1) 22-11-6 to 36-0-0 zone;CC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate into DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 201 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI i angle to grain formula. Building designer should verify capacity Of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except (jt=1b) 2=825,11=825. Walter P. Finn PE No]280a. MiTak USA, Inc. FL Cart e834 6904 Parka East Blvd. Tampa FL 33610 Date: November 13,2019 QWARNHNG.VmHydeslBnparenretarsandREADWO OMMISANDINCLUDEDMREKREFERENCEPAGEMlb7473mti, 1010=150EWREUSE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and teleran individual Wilding component, not ��• a truss system. Before use, the building designer must verily the appleablety of design parameters and properly Incorporae tMle design Into the overall building design. Bracing Indicated is to prevent buckling of individual Was was candler chord members only. Additional temporary, and permanent bracing MiTek' Is always requited for stability and to prevent collapse with possible personal lnjuryand pmpedy damage. Forgenemlguidenaregardbg Ne fabrication, storage. delivery. erection and bracing oftrusses and Was systems. see ANSIFP11 Quality Means,DSB-89 and BC6l Bulldeng Component 6904 Parke East Blvd. Saleylnformmlon available fmm Truss Plate Institute, 218 N. Lea Street, Suite 312, Alexandria, VA 22314. Tempe, FL 36610 Job Truss Truss Type Ply T78647376 M11439 A4 Hip �Qty 1 1 �MAN111171 Jab Reference o tional ChambersTruss, Inc., Fort Pierce, FL 8.13U S Mar i t 2U18 Ml l ex mdUSlnes. Inc. Wea Nov 13 U7:41:b1 ZU19 ScoIe=1623 4.00 12 4x8 = 3x4 4x6 = 5 6 7 5x6 � 2x3 Sx8 4 8 5x8 MT18HS 4 25 26 g 10 3 m 24 27 13 1 2 11 12 m '} 14 7x8 MT18H5 = 1 d 15 4xB = ss 17 16 3x4 = 2.3 I 5x8 = 3x12 c 3x5 = 2.00 12 7-7-11 13-76 15-0-0 20-0-0 23-11-12 28-&9 35-0-0 z>.1s to-4 1.dA cnn zlsn> o.a1n ao-> Plate Offsets (X,Y)— [2:0-16,Edge]. 13:0-14,0-3-01.13:0-",0-1-121 [6:D-5-4.D-2-01 [10:0-0-0 Edge] [11:0-1-15 Edge], [16:0-24,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Ven(LL) -0.53 13 >792 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.99 13-23 >423 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) 0.36 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.73 13 >575 240 Weight: 1701b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 24-13 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 8-14 REACTIONS. (Ib/size) 2=1349/06-0, 11=1349/0-8-0 Max Horz 2=155(LC 11) Max Uplift 2=-825(LC 12), 11=-825(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -All farces 250 (lb) Or less except when shown. TOP CHORD 24=-3316/2376, 4-5=-2563/1968, 56=-2462/1977, 6-7=-2800/2203, 7-8=2948/2252, 8-9=-5229/3788, 9-11=5692/4100 BOT CHORD 2-17=-2144/3109, 16-17=-2144/3109, 15-16=-1635/2413, 14-15=-1547/2362, 13-14=-3431/5004,11-13=-3821/5419 WEBS 4-17=0/301, 4-16=606/577, 5-15=-225/264, 6-15=-239/292, 6-14=476/680, 7.14=406/661, 8-14=-2564/1843, 8-13=-1246/1955, 9-13=463/433 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=71ft; L=3511; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-6-0, Intenor(1) 26-0 to 15-0-0, Extedod2)15-0-0 to 20-0-0. Interior(1) 24-116 to 36-0-0 zone;C-C for members and forces 8 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 MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in at areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s)11 considers parallel to grain value using ANSI7TP1 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joints) except Qt=lb) 2=825, 11=825. Walter P. Finn PE No.22839. Iffil USA, Inc. FL Cod Iii 8904 Parke East Blvd. Tampa FL 33910 Date: November 13,2019 AWARNIND-Vedlydesign paremetomand READNOTESONMIS MDINCLUDEDMREKREFERENCE PAGE Joe-Tl nor, f0�0Y2015BEFORE USE. Design valid for use only with MiTek®connectors. This design is based only upon parameters shown, and Is for an Individual bullding component, not �! I a truss system. Before use, the bur ding designer must verily the applicability of design ptm emmee and pmperiy Incorporate this design Into the overell building design. Bracing Indicated is to prevent buckling of Individual smile web and/or chord members only. Mriltlonat temporary and permanent bmcing MiTek' Is a6vays required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication. storage, delivery, division and bracing of busses and truss systems, see ANSI/TPH Ouollty Chains,DSO-89 and SCSI Building Component 6904 Perko East Blvd. Sol Information available from Truss Plate Instecil 218 N. Lee Street Suite 312, Alsxandda, VA 22314. Tampa, FL social Job Truss Truss Type Ply MANOR 71 . T78647377 M11439 AS Hip �Qty 7 i Job Reference (optional) unamoem truss, me., ron Ylerce, tL a.1au s mar ii zula miles Inausmes, me. wen Nov 3u urarod zula 4.00 12 3x6 II she = 4x5 = 3x4 = 4.6 4 5 24 025 26 27 7 8 Scala=1.61.3 15 14 .............._ 3x5 = 2x3 II 5,12 = 3x12 = 2.00 12 7a-15 1 13-7-1 1 z243.0 123-11-12 1 26-9.9 35-0-0 5-11-9 f14A 1-H-12 2413 Rp-] Plate Offsets (X Y)— [2:0-1-6Edge] [4:0-3-00-2-8] r10:0-1-15 Edge] LOADING (pat) SPACING- 2-0-0 CSt. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.53 12 >799 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.99 12-21 >426 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Inter YES WB 0.72 Horz(CT) 0.35 10 1 n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.72 12 >580 240 Weight: 1601b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=134910-8-0, 10=1349/0-8-0 Max Hom 2=-136(LC 10) Max Uplift 2=-825(LC 12), 10=-825(LC 12) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-3302/2424, 3-4=-2589/1988, 4-5=-2410/1948, 5-6=-2430/1959, 6-7=3580/2713, 7-8=-3728/2795,8-9=-5216/3822,9-10=-5695/4205 BOT CHORD 2-15=-2188/3094, 14-15=-2188/3094, 13-14=-2124/3102, 12-13=-3448/4977, 10-12=-3922/5422 WEBS 3-15=01288, 3-14=-756/612, 6-14=-953/755, 6-13=-373/685, 7-13=-697/994, 8-13=-2051/1540,8-12=-1293/1901, 9-12=-474/482, 5-14=-381/608 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3,Opsf; h=15ft; B=71ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedof(2)-1-0-0 to 2-6-0, Interior(1) 2-6-0to 13-0-0, Exte iDj2) 13-" to 27-0-9. Interior(1) 27-0-9 to 36-" zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.50 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 pad bottom chord live load noncorecurrent with any other live loads. 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 2-0-0 wide will 5t between the bottom chord and any other members. 7) Bearing at joinl(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=825, 10=825. Walter P. Finn PE No.12939. MIT& USA, Inc. FL Con 6834 6904 Parka East Blvd. Tampa FL32610 Data; November 13,2019 QwARNING-Vedydoslgn pamme(ersandREAO NOTES ON MIS AND INCLUDEDMRERREFERENCEPAGEMM-7473mv. fN0Yt015BEFORE USE Design valid for use only will MiTealloonnock ThIa design is based onlyupon parameters shaven, and Is for on individual building component. not a truss system. Before use, the begone designer must very the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and he prevent collapse with possible personal injury and propeM damage. For general guidance regarding Ole fncreddion, storage, delivery, erection and bracing of trusses and truss systems,see ANSI/rFlf Dually Cdfeda, DSB.89 end SCSI Building Component 6904 Parke East Blvd, Seleylnfofmaflon available fmm Truss Plain Institute. 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply M ANOR 71 T18847378 M11439 A6 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Wed Nov 13 07:41:59 2019 Page 1 ID:AJIomcsggFaOsPzA7N7xeHyell 1.DMdBBXeILSOdmmngh8XB6loEO_80EIvGjFIOLZyJflM -�-0-0 7-7-2 1. 1 7-8 1VP 24.0-0 26-8-1 I 35-0-0 38-0-q -0O 7-7-2 3414 2-747 5-3-1S7A 2-8-1 8-375 -0-0 5x8 = 4.00 12 3x5 = 3x4 = 5.8 MT18HS = 5 24 25 6 26 7 9.3 Sale=161.3 15 14 13 Jx4 3.6 = 2x3 II 3x4 = 5.8 = 3xi2 = 2.00 72 7-7-2 it-0-0 13-7-81 18-10-8 23-11-12 2 26-e-1 35-0-0 7-7-2 3-0-14 2-7-8 5-3-1 5-7-0 2-8-1 8375 Plate Offsets (X•V)- [2:0-0-2 Edge] [4:0-5-4 0-2-81 [7:0-0-0 0-2.31 19:0-1-15 Edge] [13:0-2-0 0-2-81 LOADING (pi SPACING- 2-0-0 CSI. DEFL. in (too) Vdefi Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.56 11-12 >748 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.03 11-21 >408 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.36 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(L-) 0.7811-12 >542 240 Weight: 1621b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or2-3-13 oc During. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-0-0, 9=1349/0-8-0 Max Horz 2=-117(LC 10) Max Uplift 2=-825(LC 12), 9=-825(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-3312/2471, 3-0=-2801/2173, 4-5=-2937/2307, 5-6=-0027/3051, 6-7=4954/3675, 7-8=-5236/3830, 8-9=-5685/4263 BOT CHORD 2-15=-2231/3105, 14-15=-2231/3105, 13-14=1815/2626, 12-13=-2030/2953, 11-12=-2817/4091, 9-11 =-3974/541 1 WEBS 3-15=-l/266, 3-14=-613/527,4-14=-282/373, 4-13=-455/612, 5-13=-833/718, 5-12=-896/1276, 6-12=-675/575, 6-11=-670/1004, 8-11=-440/553, 7-11=-997/1469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh, h=15ft; 13=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0 to 2-6-0, Interior(1) 2-6-0 to 11-0-0, Exterior(2) 11-0-0to 28-11-6, Interior(1) 28-11-6 to 36-0-0 zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 2.0-0 wide will fit between the bottom chord and any other members. 7) Bearing aljoint(s) 9 considers parallel to grain value using ANSI/rPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=825, 9=825. Walter P. Finn PE No32839_ NI USA, Inc. FL Con 8W0 6904 Parke Ent Blvd. Temps FL 33910 Date: November 13,2019 ®WARNING -Verify design parameters ewdREAD NOTES ON THIS MD INCLUDED 111I719tREFERENCE PAGE MII-71r3 raw. ifV0Y2015 BEFORE USE Design valid for use only with Mask@ comectom. This design Is based only upon parameters shown, and Is for an Individual bulitling component, not ��• a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or cchord!membere only. Additional temporary end permanent bracing F�r I^tT ek• Is always mouiredfor stability and to prevent collapse with possible personal Injury and proxi damage. For general guidance regarding the IYI[l febdation,storage, delivery erection and bracing ofausms and truss systems. see ANSI?Pll Qi Criteria, DSB49 end SCSI Building Component Safety Information available from Truss Plato Institute, 218 N. Lee Street. Sidle 312. Alexamind. VA 22314, 6904 Parke East Blvd. Temp, FL W610 Job Truss Truss Type Oty Ply MANOR 71 T18647379 M11439 A7 Hip i 1 Job Reference (optional) Gnamoers truss, Inc., tort Fierce, rL 1-0-0 6-10-12 73-8-0 -0-0 6-10-12 2-1-3 443-0 08 = 2x3 4.00 12 2.3 \\ 4 526 o. 1ouo wia,,,— 10win „ eft ,ne„o,—w.,— v.=,.,v— eo. 3x6 = 3x4 = 4x8 = 2.3 6 7 27 8 9 Scale = 1:60.5 3x4 = 3x4 3.6 = 6.8 = 3x4 = 3x6 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) TCDL TO Lumber COL 1.25 BC 0.41 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Will LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=362/0-8-0, 15=1620/0-M, 10=716/0-8-0 Max Ho= 2=97(LC 11) Max Uplift 2=-256(LC 12), 15=-933(LC 12). 10=-460(LC 12) Max Gmv 2=390(LC 21), 15=1620(LC 1), 10=731(LC 22) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-355/278, 4-5=-521/823, 5-7=-521/823, 7-8=-646/514, 8-9=A 155/896, 9-10=-1409/1091 BOT CHORD 2-17=-160/325, 14-15=-280/646, 12-14=-638/1078, 10-12=-938/1311 WEBS 3-17=-396/473,4-17=-310/444,4-15=-942/713, 5-15=-326/367, 7-15=-1554/1143, 7-14=-128/406, 8-14=-516/399, 8-12=-283/444, 9-12=-355/436 in floc) I/deft Ud PLATES GRIP -0.13 12-23 >999 360 MT20 244/190 -0.29 12-23 >884 240 0.03 10 n/a n/a 0.1312-23 >999 240 Weight: 161 lb FT=20% Structural wood sheathing directly applied or 5-8-3 oc pull Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 7-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=165mph (3-secend gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; hl5ft; B=71ft; L=35ft; eave=5f; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Exterior(2) 9-0-0 to 30-11-6, Interior(1) 30-11-6 to 36-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water pounding. 4) This truss has been designed for a 10.0 post bottom chord live load nonconcumant with any other live loads. 5) ' 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 2-0-0 wide will 6t 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=1b) 2=256,15=933,10=460. mlA l� Walter P. Finn PE'No.22839. Ill USA, Inc. FL Cart 6034 6904 Parke East Blvd. Tampa FL 33610 Dale: November 13,2019 QWARsai Vedivefstgnpammetemand READNOTES ON 7NISANDINCLUDEDMffEHREFERENCEPAGEMX7479mv. iNOYZOfSBEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �t- a truss system. Before use, Me building designer must verity the appal of design parameters and properly inmmomW this design Into the imsell buildingdesign. Bracing indicated is to prevent buckling of individual truss webunchurched members only. Additional temporary and permanent bracing MiTek- Isalways required for stability and to prevent collapse with possible personal infuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality CdMrla, DSB-89 and SCSI Building Cmponeal 6904 Parke Best Blvd. Safety Information. available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL -36610 Job Truss Truss Type Oty Ply MANOR 71 ' T18647380 M11439 B Roof Special 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8,130 a Mar 11 2018 MiTek Industries, Inc. Wed Nov 13 07:42:01 2019 Page 1 61 d 4.00 12 5.10 = 3x4 II Scale=1:60.3 3x5 = axe -also = 4x10 = 3.4 II 2.00112 3x12 = 9-11-12 1 7b-0 19-5-0 23-11-12 28-0.8 29-0.0 35-0-0 9-11-12 ]-B-0 1-11-0 4-fi-12 2-9-12 2-2-8 6-0-0 2 nI) d Plate Offsets (X Y)-- [2:0-0-14 Edge] [4:03-0 Edge] [9:03-0 Edge][11:0-1-15 Edge] [l4:04-0 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Lift PLATES GRIP TCLL 20.0 Plate Grip DOL '1.25 TC 0.63 Ven(LL) -0.55 13 >764 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Ven(OT) -1.02 13-24 >412 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress ]nor YES WE 0.80 Horz(CT) 0.38 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wmd(LL) 0.76 13 >556 240 Weight: 173 lb FT a 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30'Except' 7-15: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1349/0-8-0,11=1349/0-8-0 Max Harz 2=-179110) Max Uplift 2=325(LC 12), 11=-825(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-9 0o purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1Raw at midpt 8-14 FORCES. III -Max. Comp./Max. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 2-3=-3345/2225, 3-5=-2959/1946, 5-6=-2099/1519, 6-7=-2745/1985, 7-8=-2791/1918, 8-10=-5241/3361, 10-11=-5691/3687 BOT CHORD 2-18=-1995/3150, 16-18=-1479/2456, 7-14=-206/271, 13-14=-3019/5016, 11-13=-3425/5418 WEBS 3-18=474/463, 5-18=-238/563, 5-16=-705/569, 6-16=-413/224, 10-13=-463/431, 8-13=-1109/1943,8-14=-2684/1670,14-16=-1136/2094, 6-14=-1261/1888 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.l h=15R; B=71tt; L=35tt; eave=5tt; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional) and I Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2)17E-0 to 21-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 list bottom chord live load nonconcurrenl with any other live loads. 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Ot=lb) 2=825,11=825. Walter P. Finn PE No.2263B, Wait USA, Inc. FL deft 0034 6904 Parke East Blvd. Tampa FL 33610 Dale: November 13,2019 AWARNING-Val dealBn Parameters and READ NOTES ON MIS MD INCLUDED tall REFERENCEPAGEMX7473 rev. 1B'a3N015 BEFORE USE. Design valid for use only with MiTekr connecoul. This design Is based only upon parameters shown, and Is for an Individual building component, not �■' ■` a truss system. Before use, me building designer must verify the applicability of design Parameters and properly, corporate Nis design Into the overall building design. Bracing Indicated is to prevent buckling of Individual =as web andfor chord members only. Motional temporary and permanent bracing MiTek' Is always required far stability and to prevent collapse with possible personal Injury and proper, damage. For general guidance regarding line fabrication, storage, delivery, emission and bracing of busses and truss systems, see ANSWPH Quality Console, DSB-ag and SCSI Building Component 6904 Parke East Blvd. Solely lnfmmarlon available from Truss Plate Institute. 218 N. Lee Street Sutie 312. Alexandrla, VA 22314, Tampa, FL W510 Job Truss Truss Type Oty Ply MANOR71 . T18647381 M11439 BHA Hip Girder 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 11 2018 MITek Industries, Inc. Wed Nov 13 07:42:03 2019 Page 1 ID:AJiommggFaOsPzA?N?xeHyeitl-67sflvhpO5w3FN5bw_c7H8ys2baRA4nsetrnUKyJflI 3S0 22-9-0 too }to-t4 Tao Sea 118 1 rasa nee tees TV a z zaeD zees 3t-tz M1. sap a -0-0 }10-1a }1R Zee 2a0 130 1-0-0 2-00 2-00 2-0D 2-0-0 2i-0 313 310.fa -00 o-9a Scale=1.64.8 4.00 12 NAILED NAILED NAILED 3x6 i 44 10 Special 438 4x8 —42 4 6 — 3 9 41 2 �1 6 34 53 54 33 55 Special NAILED 7x8 = star = NAILED NAILED 4x4 = 12 46 14 47 16 45 46 NAILED NAILED 9 3xfi C NAIL 49 21 NAILED t = t LE 2330 25 4x8 = NAIL 15 r LED 20 51 % 56 32 57 58 59 621 31 30 60 61 29 NAILED US = NAILED 3xfi = NAILED NAILED 6.10 =NAILED NAILED r49 -0 19 1s7A31-1-2 3504 }taleNEa iI} n 277226 ,n h 3x4 = _ Plate Offsets (X Y)— [2:0-0-2 Edge] f3:0-2-4 0-2-0] (15:0-2-12 0-3-8] (26:0-7-40-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Rdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.29 33-34 >906 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 VeNCT) -0.32 3334 >822 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.76 Hom(CT) 0.08 31 Na We BCDL 10.0 Code FEC2017ITP12014 Matrix -MS Weight: 215 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-10 oc pudins. BOT CHORD 2x4 SP M 30 Except: WEBS 2x4 SP No.3 *Except* 1 Row at midpt 3-9 20-31,26-29: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-1 Do bracing. WEBS 1 Row at midpt 9-32, 1531, 26-31 JOINTS 1 Brace at Jt(s): 9, 15, 20,13 REACTIONS. All bearings 0.8-0. (lb) - Max Horz 2=-179(LC 6) Max Uplift All uplift 100 lb or less aljoint(s) except 2=-1087(LC 8), 27=-279(LC 25), 31=-2164(LC 8), 29=-245(LC 8) Max Gmv All reactions 250111 or less atjoint(s) except 2=1443(LC 1), 27=323(LC 14), 31=3029(LC 1), 29=550(LC 30) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3649/2731, 3A=-363/201, 4-8=-294/149, 8-10=-312/196,10-12=-312/244, 12-14=-274/247, 3-5=-3015/2291, 5-7=3016/2292, 7-9=-3016/2292, 9-11=-861/637, 11-13=-861/637, 13-15=-861/637, 15-17=1507/2247, 17-18=-150712247, 18-20=-1507/2247, 20-22=1507)2247, 22-24--1507/2247, 24-26=-1513/2254, 14-16=-282/256, 16.19=.321/248, 19.21=288/178, 21-25=-296/145, 25-26=-322/143, 26-27=472n01 BOT CHORD 2-34=-2481/3428, 33-34=-2435/3370, 32-33=218413241, 3132=-544/1121, 2931=593/476, 27-29=-599/492 WEBS 933=1421449, 932=-234811799, 1532=-756/1254,15-31=351312423, 2031=-519/518, 3-34=.470/647, 26-29=-310/237,26-31=-1576/1233,3-33=-114/270, 18-19=-323/320, 7-8=352/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed forwind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIITPl 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x3 MT20 unless otherwise Indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. - 8)' 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 2-0-0 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 1087 Ib uplift at joint 2, 279 Ib uplift at joint 27, 2164 lb uplift at joint 31 and 245 Ib uplift at joint 29. Walter P. Finn PE No.22839. MiTA U$A,1nc. FL Cart 6634 6904 Parka Elea Blvd Tampa FL33810 Date: November 13,2019 re rerientation does not demot the size or the orientation of the mul alona the too and/or bottom chord. Q WARNING- Awny tloslgn panmefers and READ NOTES ON MIS AND INCLUDED 1,11iREFERENCEPAGEFIO.703 rev. In"W015 BEFORE USE. Design valid for use only with MiTek® connecors. This design Is based only upon parameters shown. and Is far an Individual building component, not '' a truss system. Before use, the building designer must wady the applicability of design parameters and property Incorporate this design [Me the oveall bulluengdesige. among Indicated is to prevent buckling of Individual tmssweb andlorchordmembers only. Additional temporary and permanent bracing MiTeK Is always real arslability and to prevent collapse with possible personal lnjuryand property damage. Forgene2lguidanceregeningthe fabromon. sroage, dellvery, creation and hoping of trusess and truss systems, see ANSI/rPN Quality Cdfer/a, DSB-89 and BCSI BuIIEIng Component 6904 Parke Fast Blvd. Selerylnformadon available from Truss Plate Ins6lute, 218 N. Lee Street, Suite 312. Alexandria, VA22314. Tampa, FL 30610 Job Truss Truss Type Oty Ply MANOR 71 - T18647381 M11439 BHA Hip Girder 7 1 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Wed Nov 13 07:42:03 2019 Page 2 ID:AJiomcsggFaOsPzA?N7xeHyeill-67sflvhp05w3FN5bw_c7HBysZbaRA4nsetrnUKyJAI NOTES- 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 242 Ib down and 3281b up at 7-0-0 on top chord, and 402 Ito down and 504 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-14=-54, 14-26=-54, 26-28=-54, 35-38=-20 Concentrated Loads (Ib) Vert: 34=-402(F)41=-146(F)42=-111(F)43=-111(F)44=-111(F)45=-111(F)46=-111(F)47=-111(F)48=-111(F)49=-111(F)50=-111(F)51=-111(F)52=-111(F) 53=-68(F) 54=-68(F)55=68(F) 56=-68(F) 57=-68(F) 58=-68(F) 59=-68(F) 60=-68(F) 61 =-68(F) ®WARNING-Uedtydess ripar4mefersandREA0NOTES ON TMSANDINCLUDEOMIFEICREFERENCEPAGEM&703rev. 111103,2015BEFOREUSE valid for use only with MiTek® connectors. Thin design Is based only upon parametersshown, and Is for an individual building component, not Not a train system. Before use, the building designer must verity to appllcabllity, of design parameters and properly Incorporate this design (No the overall building design. Brecing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- la always required he stability and to prevent collapse with possible personal Injury and property damage.. For general guidance regarding the fabrication, storage,delivery, mection and trading of busses and truss systems, see ANSI/rPN Duality Cdfede,DSB-89 and BCSI Building Component 604 Perko East Blvd, Safetylnioare aloan available from Tmss Plate Insgtute, 218 N. Lee Street, Suite 312, Atexandri., VA 22314. Temp., FL 36610 Job Truss Truss Type IOty Ply T78847382 M11439 GRB HIP GIRDER 1 1 �MANOR71 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Wed Nov 13 07:42:052019 Page 1 ' ID:AJiomcsggFaOsPzA?N?xeHyeill-2W_PSbi3wiBnUhE_1PebMZiDGPBHexa95BKuYDyJflG �1-0-0 3-10-14 7-0-0 1040 13.8-0 18-5-15 23-2-1 28-0-0 31-1-2 35-0-0 36-0-Q 7-0.0 &10-14 3-1-2 3-4-0 3-4-0 4-9-15 4-&3 49-15 3-1-2 310.7- Sees =1:60.3 NAILED 5x12MT18HS = NAILED NAILED NAILED NAILED NAILED Special 4.00 12 Special 2x3 II 3x6 = 3x8 = 6x6 = NAILED NAILED NAILED 3.4 = NAILED 3 23 24 25426 27 5 28 296 30 31 32 7 33 34 8 as as re m oo av 'no al a4 lz w as 3x4 = 2.3 II NAILED 3x6 = 5x12 = NAILED 3.5 = Sx8 MT18HS = NAILED Sea _ 4,15 = Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 3-10.14 I 7-0-0 10-0-0 13-8-0 18-5-15 23-2-1 Wl-0 31 1 2 35--0 0.10.14 3-1-2d.0.1ti 10.n 4-ad5 zto v�n0.re Plate Offsets (X Y)-- 13:0-9-0 0-2-81 16:0-3-8 0-1-81 111:0-3-8 0-3-01 114:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vart(LL) -0.34 11-13 >751 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.76 11-13 >339 240 MT18HS 244/190 BCLL 0.0 Rep Stress lncr NO WB 0.93 Horz(OT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.3711-13 >696 240 Weight: 1551Is FT=20% LUMBER- TOPCHORD 2x4SPM30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'Except' 4-14: 2x6 SP No.2 REACTIONS. (lb/size) 2=504/O-8-0, 14=3752/0-8-0, 9=1326/0-8-0 Max Horz 2=78(LC 7) Max Uplift 2=-652(LC 8), 14=-2840(LC 8), 9=-1012(LC 8) Max Grav 2=513(LC 17),14=3752(LC 1),9=1327(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. WEBS 1Row at midpt 6-14,3-14 FORCES. (Ib)- Max. Comp./Max. Ton. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=-778/990, 3-4=-1513/2146, 4-6=-1513/2146, 6-7=-1267/775, 7-8=-3171/2427, 8-9=-3362/2486 BOT CHORD 2-16=-836/704, 14-16=-876/744, 13-14=-612/1267, 11-13=-1937/2770, 9-11=-2245/3137 WEBS 3-16=-646/742,4-14=-772/685, 6-14=-3794/2549,6-13=-671/1191, 7-13=-1685/1485, 7-11=-370/570, 8-11=-323/635, 3-14=-3037/2708 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; L=35ft; eave=5ft; Cat. II;.Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 list bottom chord live load nonconcurrent with any other live loads. 6) ' 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 652 lb uplift at joint 2, 2840 lb uplift at joint 14 and 10121Is uplift at joint 9. 8) "NAILED" indicates 3-1 Did (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NOS guidlines. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loads) 1931b down and 316 lb up at 7-0-0. and 193lb down and 316 Ill up at 28-0-0 on top chord, and 402 Ib down and 419 He up at 7-0-0, and 402 Ill down and 504 lb up at 27-11A on bottom chord. The design/selection of such connection devices) is the responsibility of others. 10) 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-10=-54, 17-20=-20 Walter P. Finn PE No12839. MiTek USA,Inc. FL Cart 6634 :6004 Parke East Blvd Tampa FL 33610 Date: November 13,2019 ®WARN/NO-Verify damage parameters and READ NOTES ON THIS AND INCLUDED MI REFERENCE PA BE MI1d473 rev. 1093,2015 BEFORE USE Design valld for use only with MiTek® csnnemore. This design Is based only upon parmetem allow, and Is for an Individual building component, not ;' ady Incoorate this design Into the overall a truss system. Before use, the building designer must verify the applicability of design parameters and pmpm buiitlingdesign. Bracing indicated is to prevent buckling of Individual table webantl/or chord membemonly. Additional temporerylndpermanent bracing MiTek' Is always recalredformability end to prevent collapse with possible personal injury and prepady damage, For general guidance regarding the fabrication, storage. delivery, erection and bredng of trusses and truss systems. see ANSI//PI1Quality Canada,DSB-39 and SCSI Building Component Sol Parke East Blvd. Saretylnhrmatlonavailable from Tress Plate Institute, 218 N. Lee Street, Suite 312, Alaxandrle, VA22314. Tampa, FL 36610 Job Truss Truss Typal Oly Ply MANOR 71 • T18647382 M11439 GRB HIP GIRDER 7 1 Jab Reference (optical Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Wed Nov 13 07:42:05 ZU19 Page 2 ID:AJiomcsggFoOsP2A7N7xeHyeill-2W PSbi3wiBnUhE_1PebMZiDGPBHexa95BKuYDyJBG LOAD CASE(S) Standard Concentrated Loads (Ib) Vert:3=-146(B)8=-146(B)16=-402(B)11=-002(B)23=-111(B)24=-111(B)25=-111(B)27=-111(B)28=-111(B)29=-111(B)30=-111(B)32=-111(B)33=-111(B) 34=-111(B)35=-68(B)36=-68(B)37=-68(B)38=-68(B)39=-68(B)40=-68(B)41=-68(B)42=-68(B)43=68(B)44=-68(B) Q WARNING. Vedfy deal9npammetemandREADNOTES ON TNISANDINCLUDEDMNEKREFERENCEPAGEMIF7473ray. 1W0342015BEFOREUSE Design valid for use only with MnekO connectors. This design Is based only upon parameters shown, and Is for an IMivouat building component, not �t a Was system. Before use, the building designer must verify the applicability of design parameters and properly Incomorate this design into the ovemll building design. Bracing indicated is to prevent buckling of Individual truss web and/or chats members any. Additional temporary and permanent balding MiTek• is always regulred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery erection and baldng of trusses and truss systems,see ANSU7PN Quality criteria,DSE-89 and BCSI Building Component 6904 Pal Fast Blvd. sales, Information available from Truss Plate Insttuts. 218 N. Lea S reel smile 312, Alexandra, VA 22314. Tempe, FL 36610 Job - Truss Truss Type Oty Ply MANOR 71 T18647383 fill J1 JACK -OPEN 8 1 Job Reference (optional) I russ, inc., ron rierce, I-L 8.130 s Mar 112018 MiTek Industries, Inc. Wed Nov 13 07.42:05 2019 Page 1 ID:AJiomcsggFaOsPzA?N?xeHyeill-2W_PSbi3wiBnUhE iPebMZ1PYPOGe9495BKuYDyJ6G -1 1-0-0 1-0-D 1-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Ii L/d TCLL 20.0 Plate Gdp DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Ven(CT) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) 0.00 4 n/a n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(L-) -0.00 5 >999 240 LUMBER- TOPCHORD 2x4SPNo.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=9/Mechanical, 2=118/0-8-0, 4=0/Mechanical Max Ham 2=48(LC 12) Max Uplift 3=4(LC 9).2=-140(LC 12) Max Grav 3=10(LC 17), 2=118(LC 1), 4=17(LC 12) FORCES. (Ii-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. Scale =1:6.1 PLATES GRIP MT20 244/190 Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-M oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128ri TCDL=4.2psC BCDL=3.Opsf; h=15ft; B=71ft; L=35ft; eavei Cat. Il; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch 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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41to uplift at joint 3 and 14016 uplift at joint 2. Walter P. Finn PE No.33838; MiTek USA, hic. FL Cart 6634 6604 Parka East Blvd. Tampa FL33610 Date: November 13,2019 QWARNING-Vedfxdaargnpa2metersandREADNOMSONMISANDINUUDEDMREKREFERENCEPAGEM147473mv. 1"32015BEFOREUSE sansis' Design valid for use only with MiTek r connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a Was system. Before use, me building designer must verify the applicability of design parameters and propady incarcerate me design Into the overall building design. Bolding indicated is to prevent buckling of Individual Voss web and/or chord members only. Milli temporary and permanent bolding MOW Is always required for stability and to prevent collapse with possible personal injury and propeM damage. Forgeneduguldanceregardingthe hbdcx0on, storage, delivery, marten and bracing of trusses and truss systems, sae ANSUIPII Quality Criteria, DSB-ag and BCSI Building Component Safety Informadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alm andda, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type ON Ply ' T18647384 M11439 J3 JACK -OPEN 8 1 �MANOR71 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 11 2018 MiTek Industnes, Inc. Wed Nov 13 07:42:06 2019 Page 1 ID:AJiomcsggFaOsPzA?N?xeHyei l I-W iYnfxjhhOJe6rpAb6gqumaYZph6NcKIKr4S4fyJRF Scale = 1 SA 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: ll Ile FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-M oc purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=63/Mechanical, 2=172/0.8-0, 4=36/Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-67(LC 12), 2=-207(LC 12). 4=-51(LC 12) Max Gray 3=63(LC 1). 2=172(LC 1), 4=50(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 2-11-4 zone; porch 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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 3, 2071le uplift at joint 2 and 51 Ib uplift at joint 4. Walter P. Finn PE No.32B09. MITI!, USA, Inc. FL dart 0834 '0004 Parke East Blvd. Tampa FL 33810 Date: November 13,2019 AWAR,VIND-Ved&design paameters and READ NOTES ON MIS AND INCLUDED MUM REFERENCEPAGE M!-T4 .11"a2818 Bu0RE USE. Design valid for use only wish MITek® connecmm. This design Is based only upon parameters shown, and Is for an Individual building component, not a toss system. Before use, she building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. among indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporaryaad permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. Forgeneral guldance regarding the fabdcation, storage, deliie , erection and bracing oftrusses and truss systems, see ANSUP/1Quellty Crlterla,DSB.89and BCSIBuildMUComponent 69M Parke East Blvd. Sidab lnlormaflon avallable from Truss Plate Institute, 218 N. Lee Street, Suits 312. Alesandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type - Oty, Ply T78847385 M11439 J5 JACK -OPEN 8 1 �MANOR71 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3.4 = 8.130 s Mar 112018 MiTek Industries, Inc. Wed Nov 13 07:42:07 2019 Page 1 ID:AJiomcsggFg0SPzA7N7xeHyei1l-_vOgtGkJSJRVk7OM9gh3R_7ikDOz63aSZVp7d5yJ0E Scale=1:12.7 Plate Offsets (X,Y)— t2:0-1-6,Edge). LOADING (par) SPACING- 2-0-0 CSI. DEFL, in (loc) I/detl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.32 Verrill 0.11 4.7 ,522 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 me n/a BCDL 10.0 Code FBC20177rP12014 Matrix -MP Weight: 171Is FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=115/Mechanical, 2=242/0-8-0, 4=63/Mechanical Max Ho¢ 2=123(LC 12) Max Uplift 3=-122(LC 12), 2=-278(LC 12), 4=-92(LC 12) Max Gray 3=115(LC 1), 2=242(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-1-0-0 to 2-6-0, Interior(1) 2-6-0 to 4-11-4 zone; porch 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 10.0 get bottom chard live load nonconcurrent with any other live loads. 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of tmss to bearing plate capable of withstanding 1221Is uplift at joint 3, 278 lb uplift at joint 2 and 921Is uplift at joint 4. Walter P. Finn PE No.72888, Mil USA, Inc. FL Cart 6934 6904 Parka East Blvd. Taml33B10 Data: November 13,2019 ®WARNING.VerlfydadgnparanwfemandRPADNOMSONMNMDINCLUDEDMREKREFERENCEPAGEMX7473rev.iBN12af5BEFOREDSE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and Parody incorporate this design Into the overall building design., Bradng Indicated is to prevent buckling of individual buss web end/or chord members only. Additional temporary and permanent bracing MiTek- salways requiredfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the recreation, storage, all erection and homing of busses and Wes systems, see ANSVIPII Dually Cdfeda, call and SCSI Building Cmponenf 6904 Parke East Blvd. Seraylnformation avallabla from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply MANOR 71 T18647386 M11439 J7 JACK -OPEN 24 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 112016 MiTek Industries, Inc. Wed Nov 13 07:42:072019 Page 1 ID:AJiomcsggFaosPzA?N?xeHyelil_v6giGkJSJRVk?OM9gh3R_7gTDO063aSZVp?dSyJfIE LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (fee) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Ven(LL) -0.09 4-7 >976 360 TCDL 7.0 Lumber DOL 1.25 SC 0.38 Veri(CT) -0.18 4-7 >451 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.17 4-7 >497 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (Ib/size) 3=165/Mechanical, 2=315/0-8-0, 4=88/Mechanical Max Hom 2=161(LC 12) Max Uplift 3=-152(LC 12), 2=-210(LC 12), 4=-12(LC 12) Max Grav 3=165(LC 1), 2=315(LC 1), 4=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:16.2 PLATES GRIP MT20 2441190 Weight: 23 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 13=71ft; L=35ft; eave=5ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 6-11-4 zone;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 10.0 psf boftom chord live load nonconcurrent with any other live loads. 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 to uplift at joint 3, 210 Ib uplift at joint 2 and 12 lb uplift at joint 4. Walldr P. Finn PE No1282i MiTdk USA,1rie. FL C9rt 6604 0004 Parke East Blvd 'Tampa FL38&10 Data:. November 13,2019 AWARMNG-VedydeslgApammetursarxlREADNOTESONRUB MDINCLUDE)MmERREFERENCEPAGEMIIJ4r3rev, f410=15BEFOREUSE sawas Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not Eta truss system. Before use. Me building designer must very the applicability of design parameters and obviously incorporate this design Into the overall bulldingdesign. BacingindicatedIstoprevent buckling oflndivoualtruss webanchor chord members only. Motionry altemppraandpermanenibracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabncaticn, storage. delivery, erection and bracing of trusses and muss systems, see ANSUTPrl Quality careda, DSB-ae and Best Building Component 6904 Parka East Blvd. Selerykaharmalloo available from Truss Plata Institute, 218 N. Lea Street, Suite 312, Alexandria, VA 22314. Tampa, FL 16610 Job Truss Truss Type ON ' T78847387 M11439 KJ7 DIAGONAL HIP GIRDER 4 �Ply 1 �MANOR71 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Wed Nov 13 07:42:08 2019 Page 1 ID:AJiomcsggFaOsPzA?N?xeHye11155gY4cixDGZML9zZjXCI_BfvgcNgrOdbn9ZY9XyJ8D -1-5-0 54a-11 9-10-1 1-5-0 5.8-11 ( 4-3-6 Scale=1:21.2 1� us II 5 3z4 = NAILED NAILED NAILED 5-6-11 4436 LOADING (pi SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 7-10 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.40 HOrz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 39 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-7-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=111/Mechanical, 2=501/0-10-15, 5=362/Mechanical Max Horz 2=161(LC 21) Max Uplift 4=-117(LC 8), 2=-574(LC 8), 5=-443(LC 8) FORCES. (Ili -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=-1031/1087 BOT CHORD 2-7=-1148/990, 6-7=-1148/990 WEBS 3-7=-298/284, 3-0=-1044/1211 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, 11=1511; B=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pi bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 201 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 4, 574 Ib uplift at joint 2 and 443 Ib uplift at joint 5. 6)'NAI LED' indicates 3.10d (0.148'x3•) or2-12d (0. 148'x3.25') toe -nails per NDS guldlines. 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=-3(F=-1, B=-1) 12=-76(F=i B=-38) 13=-7(F=-3, B=-3) 14=-20(F=-10. B=A 0)15=-69(F=-34, B=-34) Waller P. Finn PE No.i2639, MiTek USA, Ina FL C,m 6694 6904 Parke East Blvd. Tampa FL33610 Date: November 13,2019 AwARMNG-Vedydes/gnpommeemandREAD NOTES ON TNISANDINCLUDED Wm REFERENCEPAGEMU-7473mv. 100034X115BEFOREUSE Design valid for use only with M7ek9 connectors. This design Is based only upon parameters shown, and Is for an individual building component not ��' a truss system. Before use, the building deslgner must vsdfy the applicablllty of design parameters and properly Incorporate this design Into the overall building do "In. Bracing Indicated is to prevent buckling of Individual truss web antl/or chord members only. Additional temporary and permanent bracing MiTek' Isahvays requiredfor stability and to prevent collapse with possible personal injury and property damage. For general guidance repardng the fabrication. shames, delivery, erection and bracing of trusses and ti eyelems, see ANSVrPD Quality creams,DSB-89 and BLSI Building component 691 Plane East Blvd. Selelylnrarmatlon available from Trues Plate Institute, 218 N. Les Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION It- 1 s " Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. I For 4 x 2 orientation, locate plates 0- Vie' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicatesjoint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIfrPlt: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 61 1 dimensions shown ixteenths (Drawings not to scale) 1 2 3 TOP CHORDS O 0 O 0 U a O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/rPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puffins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rP11 Quality Criteda.