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Braden & Braden, AIA, PA #AAC000032 417 Coconut Ave. Stuart, FL 34996 •(772) 287-8258 St. Lucie County Building Dept. Wynne Develo ment Date: �a-`� Address:aj� `j``�4 Permit #: � lz�\ — To whom it mag concern. This detail applies to the insulation in the ends of the vaulted c��Ji s. If you have any questions p`e feel free to call me at �i2-2 2 R-19 IY1 Sin cer W C O rn 0 m- O Danie " Braden AIA O r Braden it Braden AIA P f 5; - 4 M � J N Ly No u � C l Q U .� J` >_ a Trusses at 2-V o.c. re shop drawings bg others ceding transition � ded using metal studs erd'y exact configuration :es R-30 Batts batts Drywall ceding see typical section Ceiling transition Insulation Detail nts MM W1a MiTek-0 RE: M11455 THE COTTAGE Site Information: Customer: WYNNE DEVELOPMENT Project Name: M11455 Lot/Block: Model: Address: UNKNOWN City: ST LUCIE COUNTY Subdivision: State: FL MiTek USA; Inc. 6904 Parke East Blvd. Tampa, FL 33610.4115 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T18622009 a 11/11/2019 2 T18622010 al 11/11/2019 3 T18622011 a2 11/11/2019 4 T18622012 a3 11/11/2019 5 T18622013 ata 11/11/2019 6 T18622014 atb 11/11/2019 7 T18622015 b 11/11/2019 8 T18622016 bl 11/11/2019 9 T18622017 b2 11/11/2019 10 T18622018 b3 11/11/2019 FOR 11 T18622019 gra 11111/2019 REVIEWED 12 T18622020 grb 11111/2019 �q p 13 T18622021 jl 11/11/2019 CODE COMPLIANCE 14 T18622022 j3 11/11/2019 Si° LUCIIE COUNTY 15 T18622023 j5 11/11/2019 16 T18622024 j7 11/11/2019 SOCC 17 T18622025 j7p 11/11/2019 18 T18622026 kj7 11/11/2019 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineers Name: Alban!, Thomas 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 ANSIfFPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to Mffek. 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 ANSIlrPI 1, Chapter 2. '9- TE OF :��/� i i.�0R10P, ���• N Al11I�♦♦ Thomas A Albans PE No.39380 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 November 11, 2019 1of1 Albani, Thomas Job Truss Truss Type Oty Ply THE COTTAGE T18622009 11455 A Roof Special 7 1 Job Reference (optional)_ Chambers Truss, Inc., Fork Pierce, FL 8.320 s Oct 292019 MiTek Industries, Inc. Mon Nov 11 07:29:142019 it Scale = 1:60.3 4.00 12 SX6 _ 2.3 II 14 13 6x8 3x5 = 3x4 = Sx8 MT18HS = 3x12 = z.co fz 9-11-1 15-6-0 17-6.0 24-11-0 35-0-0 9-11-1 56.15 2-0.0 7-5-0 1 10-1-0 OfIIm 'ffe Plate Offsets (X Y)-- [2:0-1-2 Edael [4:0-3-0 03-0] [7:0-4-12 0-3-01 [9:0-1-15 Edgel [13:0-1-12 0-2-8] LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Ved(LL) -0.59 11 >711 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.08 11 >388 240 MTI8HS 2441190 BCLL 0.0 ' Rep Stress Incr YES W B 0.98 Horz(CT) 0.38 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MS Wind(LL) 0.80 11 >522 240 Weight: 161 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 directlyapplied or 2-2-1 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 Rows at 1/3 pts 7-12 REACTIONS. (Ib/size) 2=1349/0-B-0, 9=1349/0-8-0 Max Holz 2=179(LC 11) Max Uplift 2=-825(LC 12). 9=-825(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3241/2130, 3A---3030/2042, 4-5=-2295/1599, 5-6=-2218/1620, 6-7=-2308/1622, 7-8=-5432/3544, 8-9= 5684/3648 BOTCHORD 2-14=-1885/3038, 13d4=-1708/2834, 12-13- 1240/2181, 11-12=3315/5376, 9-11=-3386/5407 WEBS 4-14=-261/511,4-13=-885/601, 7-1 1=-1 11411991, 3-14=-345/323, 6-12=-604/1026, 7-12= 3412/2219 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5t1; Cat.. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exlerior(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 17-6-0. Exterior(2) 17-6-0 to 21-0-0, Interrlor(1): 21-0-0 to 36-0-0 zone;C-C for members and forces & 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 psf bottom chord live load nonconcurrent 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 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 joint(s) except (jt=Ib) 2=825,9=825.. Thomas A. Alban! PE No.3938D MiTek USA, Inc. FL Cad 6834 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 OWARNING-✓edlyde6190paremefersand READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE MIF74JJrev. la,03c?015 BEFORE USE. Design void for use only wlm MIIek® connectors. "fits deslgn Is based only upon parameters shown, and Is for an'no 500l bulltling component, not a truss system. Before use, the bulltling designer must verity the appllcatillity a/ tleagn parameter and properly Ib<arporate the deslgn mro the overall building desgn. Bracing lntlic.t-d ato prevent buckling of I dNltlual buss web no hand memtiers only.. Atltlinonal temporary andpermanent bracing ��- MiTek' e always required for Stability and to prevent collapse wim possible per_nol Injury antl pro.. damage. For general gubonce regarding the /dbdcoticr storage, delivery erecnon and bracing of trunes antl huu systems, seeAN3U1P11 Cua16r CMetlo; OSB-0a. and EC51 BuOdNp Companml safety InlDrmelbnwailable fromToss Plot. Insfitu%, 218 N. Lee Street Salt. 312. Al..antlrla., VA 22 14. 6904 Parke East BNd. Temp., FL M610 Job Truss Truss Type. Dry Ply COTTAGET18622010 M11455 Al Hip 2 FIE! 1b Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Oct 292019 MTek Industries, Inc. Mon Nov 11 07:29:152019 Page 1 ID:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-XvwAV_vyoRlogZdoiBRWvI00H7Vve7Ak75KYbyKK71 9.11.1 �x ,^ 8-1.3 &1A4 tsao 117-0-0 10 23i1 121' t"_ 1 W2 I 35-0-0 e6oq 1-0-0 &la 11 W15 160 lAe sit 1i-15 1.90 2.2 WI& 18a 1.94 Scale=1:62.3 4.00 12 W II US MT18HS = m_ 02 W 6 14 13 6x8 0 3.5 = 3.4 = 5x6 = 3,12 2.00 12 6-1-14 &11-1 1!n 17-0e 8- 2441-0 - 25 12 as-0 e-1-14 1-9-3 5-8-15 1-8-0 1-0-0 6-11-0 0- -12 9.11.4 - Plate Offsets (X,Y)-- r2:0-1-2,Edgel, r4:08-0,0-3-OL P:0-3-o,Edael, 19:0-1-15,Edgel, r13:0-2-4,0-3-01 LOADING (psl) SPACING- 2-0-0 CSI. DEFL in (fee) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.75 Vert(LL) -0.60 11 >701 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.10 11 >382 240 Mi18H5 244/190 BOLL 0.0 ' Rep Stress [nor YES WB 0.99 Horz(CT) 0.39 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.82 11 >515 240 Weight: 1601b 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 2-2-1 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 Rows at 1/3 pts 7-12 REACTIONS. (Ielsize) 2=1349/0-".9=1349/0-8-0 Max Hom 2=177(LC 10) Max Uplift 2= 825(LC 12), 9=-825(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3_ 3240/2183, 3-4=-3025/2104, 4-5=-2311/1658, 5-6=-2225/1676, 6-7=-2322/1684, 7-8=-5442/3689, 8-9=5685/3760 BOT CHORD 2-14=-1952/3038, 13-14=-1786/2833, 12-13=-1298/2195, 11-12=-3502/5450, 9-11=-3493/5408 WEBS 4-14=-261/512, 4-13=-867/611, 7-12=-3462/2358, 3-14=359/334, 6-12=-593/978, 7-11=-1144/2008 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.Opst h=15ft; B=45h; L=35ft; eave=5tt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extenor(2) -1-M to 2-". Interim(1) 2-6-0 to 178-0, Extedor(2) 17-6-0 to 22-5-6, Intedor(1) 22-5-6 to 36-0-0 zone;C-C for members and forces &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 Pet 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb). 2=825, 9=825. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Ced 609 6904 Parke East Blvd. Tampa FL 33810 Date: November 11,2019 Job Truss Truss Type City Ply THECOTTAGE T18622011 M11455 A2 Hip 1 1 Job Reference (optional) Unameers Truss, me., 0. Fort rletce, FL 77 7fi-0 C.021) S UM Za ZU19 MITOK Industries, Inc. Mon Nov 11 u7%v:1 / Zulu rage 1 ID:FAXCVr6ubfdeoJ5aCd- yWPDyLFiMw.UH7gbB0AUOhT18i7w7DvcKNnA5m2NgPTCRaRcUyKK7G 4.6b 7-0-4 350.0 36-00 I3-4-14 6-6 60 3-72 4414 7q-2 1-0- Scale=1:60.5 4x8 = 24 II 4x8 = 4.00 12 4 25 26 5 27 28 6 16 15 14 13 12 11 10 3x6 = 2x3 11 4x6 = 3xB = 3x4 = 2x3 II 3x6 = 30 = 06 = 7-7.2. 11-40 I 17-6.0 24-0-0 27-4,14 35.0.0 ].]-9 9-ddd 0.0.n fi-R-0 9.dtd ]J-0 Plate Offsets (X Y)-- [2:0-0-2 Edne] [4:0-5-4 0-2-01 [6:0-5-4 0-2-01 [8:0-0-2,Edne1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.26 13 A99 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 VerhCT) -0.4912-13 >857 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.46 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Wlnd(LL) 0.37 13 >999 240 Weight: 164 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directlyapplied or 3-5-15 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-8-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 8=1349/0-8-0 Max Horz 2— 117(LC 10) Max Uplift 2=-825(LC 12), 8=-825(LC 12) FORCES. (Ib) -Max CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3306/2465, 3-4=-2825/2179, 4-5=-3132/2434, 5-6=-3132/2434, 6-7=-2825/2179, 7-8=-3306/2465 BOT CHORD 2-16=-2226/3099, 14-16=-2226/3099, 13-14=-1826/2656, 12-13=-1834/2656, 10-12=-2234/3099, 8-10=-2234/3099 WEBS 3-14=-569/506,4-14=-263/411, 4-13= 451/683, 5-13=-405/454, 6-13=-451/683, 6-12=-263/411, 7-12=-569/506 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; B=45ft; 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, Extedor(2) 11-0-0 to 15-11-6, Intenor(1) 15-11-6 to 24-M, Exterior(2) 24-M to 28-11-6, Intedor(1) 28-11-0 to 36-M 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 pending. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent 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 2-0-0 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 lb uplift at joint(s) except jt=11b) 2=825, 8=825. Thomas A. Albani PE No.39380 f4iTek USA, Inc. FL Con 6634 8904 Parke East Blvd. Tampa FL 33610 Date: Job Truss Truss Type Oty Ply THE COTTAGE T18622012 ml 1455 A3 Hip 1 1 Job Reference (optional) Chi uiusns Truss, mc., Pon Pierce, FL a.azu s uct ze zuiv Mi ex Industries, Inc. Mon Novi urza:la erne rage T I D:AXCVrGubldeoJ5ziCdyW PDyLFMw-yUZ2pX1 oFipKfHHCT"BYWyHV6166YcQ5"wyKK7F ` 0 4-B-9 I 20&3-7 26-0.0 28-1-2d3 V0.6:14 90.5-8-9 2-1-2 3510.04 1n6-0-0 5.Scale = 1:60.3 4x8 = 2a3 II 4x6 = 3x4 = 4x8 = 4.00 12 2x3 17 16 15 14 13 12 3x6 = 46 = 3x8 = 3x4 = 3x4 = 45 = 3x4 = 4x6 = 9.0.0 l 74-8.9 l 20-3-7 i 26.0.0 I 3&0.0 { 4.11-n 5.e.A LR-tA 5-P-4 2n.f1 Plate Offsets (X,Y)-- f2:0-0-2,Edgel.f4:0-5-4,0-2-01,16:0-3-0,Edgel,(8:0-5-4,0-2-01 LOADING (psi) SPACING- 2-M CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.45 Vert(LL) -0.33 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber-0OL 1.25 BC 0.62 Vert(CT) -0.6214-15 >682 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(CT) 0.14 10 n/a n/a - BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Wind(LL) 0.4614-15 >910 240 Weight: 161 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc pudlns. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Horz 2=97(LC 11) Max Uplift 2= 825(LC 12). 10- 825(LC 12) FORCES. (lb) -Max. Comp./M" Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-331812529, 3-4=-3076/2343, 4-5=-3677/2800, 5-7=-3677/2800, 7-8=-3678/2802, 8-9=3076/2343, 9-10=-3318/2529 BOT CHORD 2-17=-2291/3118, 15-17=-2004/2903, 14-15=-2567/3678, 12-14=-2012/2902, 10-12- 2299/3118 WEBS 3-17=-332/418,4-17=-269/424,4-15=-702/983, 5-15=-320/368, 7-14=-363/368, B-14=-705/984, B-12=-269/424, 9-12=-332/418 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=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0:18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Exterior(2) 9-0-0 to 13-11-6, Interior(1) 13-11-6 to 26-0-0, Exterior(2) 26-0-0 to 30-11-6, Intedor(1) 30-11-6 to 36-0-0 zone;C-C for members and forces & MW FRS for reactions shown; 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 10.0 Pat bottom chord live load nonconcurrent 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of Imes to bearing plate capable of withstanding 100 lb uplift at Joint(s) except at=lb) 2=825, 10=825. Thomas A Albanl PE No.39380 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 Q WARNING -VwAy Coslgepemmers..d READNOTES ON TNISANDINCLUDEDMNEKREFERANCEPAGEMX74mme laxIsainSSEFONEUSE Design valid for use only wllh Ml connectors. ins design Is based only upon parameters shown, and Is for on Individual building component, not o Muss system. Before use, the tiW ding designer must vedfy the appiloob'Jlry of design parameters and properly incorporate this dedgn into the overall building design. Brocing Indicated is to prevent buckling of lntlNklual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the - fabricanon, storage, delivery. erection and bracing of trusses and fuss systems, seeANSVIPII Quality Critoda, DS549 antl BCSI Building Component 69N Parka East Blvd. Safety Infix mationwoioble from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314, Temps, FL 33610 Job Truss Truss Type Cry Ply THE COTTAGE T78622013 .M11455 ATA ATTIC 1 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Oct 29 2019 MiTek Industries, Inc. Mon Nov 11 07:29:19 2019 Page 1 'ID:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-Og7GOs1001xAHRsO1YFNhIS79uUfra6l83xhMyKK7E - 1s-a6 zz-o-a • rt-O_ni 12-511-143 13102 26 21-1a4 2E61 3aOq 4-P0� &S5 -15 Se-0 B3U5 10a 1.10-4 0-1-15 Scale =1:61.8 4.00 12 3x6 = 3x5 5 6 3x6 = 3x5 li 18 I 116 15 13 3x4 II 5x6 = 3x4 = 3x4 = 5.6 = 3x4 II 3--12 28-.180.4 "Al 38-5550M5 .8 4-715 4 Plate Offsets (X Y)-- Offsets Y)-- I2:0-5-2 0-1-101 I6:0-3-0 0-2-81 f7:0-3-0 -5 0-1 -3 0-2 -3 0-2-81 f11:0-5-2 0-1-101-5-2 0-1-101 0-2Plate LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.33 15-16 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.58 15-16 >726 240 BCLL 0.0 ' Rep Stress that YES WB 0.51 Hom(CT) 0.11 11 Na We BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.27 15-16 >999 240 Weight: 1861b FT=20% LUMBER- BRACING- TOP,CHORD 2x4 SP M 30 - TOP CHORD Structural wood sheathing directly applied or3-0-15 oc puffins. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 7-5-13 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 2 Rows at 1/3 pts 5-8 5-8: 2x4 SP M 30 REACTIONS. (Ib/size) 2=161110-8-0, 11=151110-8-0 Max Hors: 2=155(LC 11) Max Uplift 2=-698(LC 12). 11=-698(LC 12) Max Grav 2=1634(LC 18), 11=1634(LC 19) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-4294/2007,4-5=-3767/1591, 5-6=-961/565, 6-7=-910/561,7-8=-961/565, 8-9=-3767/1591, 9-11=4292/2008 BOT CHORD 2-18=-1778/4135, 16-18=-1778/4135, 15-16=-1223/3526, 13-15=-1787/4017, 11-13=-1787/4017 WEBS 4-18=-98/330, 4-16=-917/657, 5-16=-246/804,5-8=-2670/1014, B-15= 246/804, 9-15=-917/657, 9-13=-9a/330 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=1511; B=45ft; L--35ft; Say"- ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Intendr(l) 2-6-0 to 15-0-0. Exterior(2) 15-0-0 to 24-11-6, Interior(1) 24-11-6 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 150.01b AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart.. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opst 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) Ceiling dead load (5.0 par) on member(s). 5-8. 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) except tit=11b) 2=698, 11=698. --10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. - Thomas A. Albani PE No.39380 fdiTek USA, Inc. FL C46634 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 A WARNING-Verlfydeslgppe2met...d READ NOTES ON Mal AND INCLUOEOMREKREFERANCERAGEM674nmre 10VI&V15BEFOREUSE Design valid for use only with MlfekW connectors. The design Is based only upon parameters shown and Is for an Individual building component, not ��- a truss system. Before use, the bu9ding designer must verity the applicablllty of design parameters and properly Incorporate this des gn Into the overall building design. Bracing lndlocted a to prevent buckling of lndlvldual truss web and/or chord members only.. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possble personal Injury and properly damage. For general guidance regardIng the bloicatlon storage, delivery, erection and bracing of trusses and truss systems seeANSVIPII Quaff IN CMerla, OSBa9. and SCSI Building Component 6904 Parke East Blvd_ Safety Infoanationarvallable From Truss Plate Institute, 218 N. Lee Street Suite 312. Alexondtla, VA 22 14. Tampa, FL 33610 Job Truss Truss Type Oty Ply T78622014 M11455 ATB ATTIC 1 �THECOTTAGr 1 Job Reference (optional) cnamoers I toss, Inc.. ton Fierce, rL 6.320 s Uct 29 2019 MI I eK industries. Inc. Main Noy 11 07:2921 MIS Scale=1:60.7 6x8 = Bx8 = 4.00 1712 4 21 22 23 24 25 26 5 14 "" 12 11 9 3x4 II 5x6 3x4 = 3x4 = 5x6 = 3x4 II 8-5-15 13-0.0 22-0-0 28-E1 35-11 Bs1s 14.a.t I a-n-n - Plate Offsets (X,Y)-- f2:0-5-2,0-1-101. f4:0-3-8,0-231, f5:0-3-8,0-2-31 f7:0-5-2,0-1-101 LOADING last) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 VertILL) -0.31 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.57 11-12 >743 240 BOLL 0.0 ' Rep Stress [nor YES WB 0.46 Horz(CT) 0.11 7 refs n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Wind(L-) 0.27 11-12 >999 240 Weight: 180 In FT=20% LUMBER - TOP CHORD 2x4 SP M 30'ExcepY 4-5: 2x6 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1513/0-8-0, 7=1513/0-8-0 Max Hom 2=136(LC 11) Max Uplift 2=-697(LC 12), 7=-697(LC 12) Max Gmv 2=1641(LC 18). 7=1641(LC 19) BRACING - TOP CHORD Structural wood sheathing directly applied or3-0-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4303/2049, 3-4=-3800/1611, 4-5=-3601/1567, 5-6=3800/1611, 6-7=-4302/2050 BOT CHORD 2-14=-1817/4128, 12-14=-1817/4128, 11-12=-1255/3598, 9-11- 1826/4024, 7-9>7826/4024 WEBS 3-14=-84/310,3-12=-826/673, 6-9= 84/310, 5-11=-216/772,4-12=-216/772, 6-11=-826/673 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; 9=45ft; L=35ft; eave=5f1; Cal. Il; 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 t0 13-0-0, Extedor(2) 13-0-0 to 17-11-6, Interior(1) 17-11-6 to 22-0-0, Ededor(2) 22-0-0 to26-11-6, Interior(1) 26-11-6 to 36-0-0 zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) 150.0Ib AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed fora 10.0 last 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) Ceiling dead load (5.0 psf) on member(s). 4-5 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 2=697, 7=697. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Alban! PE No.19360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 Q WARNWG-Vedfydesl9nperemetersend READNOTES ON THISAND INCLUDEDMREKREFERANCEPAGEM67473rev. 10,V320159EFOREUSE Design valid for use only AIM MBBIO connectors. This design Is based only upon parameters showm and Is for an Individual bullding component, not a truss system. Before use, the bustling designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent bucWing of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fobdcotion, storage. delivery. erection and bracing of fussed and truss systems weANSI/IPl1 Quo 0y CMndo,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatbnovdilobie from Truss Plate Institute, 218 N. Lee Street, Suite 312. Nexontltlo. VA 22314. Tampa, FL 33610 Job Truss Thus Type Oty Ply COTTAGET76622015 M11455 B Hip 1 1b FE Reference (optional)_ Chambers Truss, Inc., Fort Pierce, FL - ,1.0-0 8-1-4 9-11-1 16.0-0 15-6, • -0- 8-1-4 i 1-9-14 Sats 0-6-( 4.00 12 5xa = 67 2xJ \\ 3x4 4x6 � 5 3 4 24 2 dl 3x5 = 17 16 3x4 = 5x12 = 8.320 s Oct 29 2019 MiTek Industries, Inc. Mon Nov 11 07:29:22 2019 Page 1 AXCVr6ubfdeoJ5vCdyW PDyLFMw-gFpZeu4l IyKlBvbzigp5J04az80E2tgCUIClhyKK70 24-7 2354}0 36.0-0 4-71h0 -0 1-9fi-8-1-1 &3-15 Scale=1:62.3 4.8 = a cc' G 5x6 C 9 5xa MT18HS 10 11 n 25 14 � n 12 13 15 7zB MT18HS 10 3x6 = 3z12 = 2.00 12 &1-4 &11-1 M1 2aa0 24-11-0 2112 3547-0 R.1.d a.a.fs I a-A-n I a.1in �2 n.11-4 Plate ONsets(XY)— 12:0-1-2Edne] 13:0-3-OEdgel f6:0-5-120-2-121 f6:0-0.0,0-1-121 f7:0-1-120-0-01 f8:0-5-40-2-01 f11:0-4-OEdgel f12:0-1-15Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.54 14 >784 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Ved(CT) -0.98 14 >429 240 MT18HS 244/190 SCLL 0.0 Rep Stress Incr YES WB 0.76 Hoa(CT) 0.36 12 Na Na SCOL 10.0 Code FBC2017/TPI2014 MaMx-MS Wind(LL) 0.74 14 >570 240 Weight: 16411a FT=20% LUMBER- TOPCHORD 2x4SPM30 BOTCHORD 2x4SPM30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 12=1349/0-8-0 Max Hors 2=155(LC 11) Max Uplift 2=-825(LC 12), 12=-825(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-1 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 9-15 FORCES. (lb) -Max. CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3239/2355,4-5=-3010/2262,5.6=-2338/1838,6-7=-2192/1812,7-8=-2205/1818, 8-9=-2754/2106,9-10=-5383/3914,10-12=-5697/4073 BOT CHORD 2-17=-2119/3038, 16-17= 1925/2802, 15-16=-1758/2665, 14-15=-3567/5158, 12-14=-3794/5420 WEBS 8-15=-643/1022,9-14=-1284/2004,10-14=-335/317,7-16=-263(463,9-15=-2822/2043; 5-16=-719/552,5-17= 288/536,4-17= 411/382,8-16=-697/471 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; 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, Interior(1) 2-6-0 to 15-0-0, Extedor(2) 15-0-0 to 24-11-0, Interior(1) 24-11-0 to 36-M zone;C-C for members and tomes & 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 indca[ed. 5) This truss has been designed fora 10.0 pat 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 at joint(s) 12 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 buss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 6t=1b) 2=825, 12=825. Thomas A. Albani PE No.39380 MiTek USA, Ina. FL Ceti 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 AWA/MING- Verlfydesrgnpammeteraand READ NOTES ON THISMDWCLUDED UMEKREFERANCEPAGEM 747s1re¢ la=20159EFORE USE Design valid for use only with MOeld?,connectors. This design Is baud wily upon parameters shown and Is for on IndMdual building component rwf a truss system. Before use, me bulding designer must veUy me apphoobaity, of design parameters and properly incaiporate the design Into the overall buildirigdesign. Bracing Indicated Is to prevent bucNinoofridividualtruc waband/orchordmembersonly. AddMonaltemporcrymdpe0 onentbrccing MiTek* Is always required for stability and to prevent collapse vAb possfole personal hlhrry and property damage. For general guldonce regarding the fabrication, storage,delivery. erection and bracing of tosses and truss systems, seeANSVrFIT QuaBptryy Criteria, DS94P and BCSI Building Component 69M Parise East Bind i Safety Informananpvaaable from Truss Plate Institute. 218 N. Lee Street. State 312. Nevontl4q VA 22314. Tampa, FL 3sl610 Job Truss Truss Type Oty Ply THE COTTAGE T18622016 IA11455 81 Hip 1 1 Job Reference (optional Chambers Teas, Inc., Fort Pierce, FL 8.320 a Oct 29 2019 MiTek Industries, Inc. Mon Nov 11 07:29:23 2019 Page 1 I D:AXCVr6ubfdeoJ5ziCdyW PDyLFMw-IRMmaE5x3GScl3A9GOKKrbdlsW kPnKBLaM1 lg7yKK7A t1�0.0 fi-4-12 13.0.0 i8-fi-0 22-0-0 24-11-0 126-8-0 I 35-0.0 36 h-0- fi-0-12 0.10-10 9.10 2.8-0 S. 2-11-0 1-9-0 8.4.0 'ice 4.00 F12 Sx6 = 2x3 II 4x10 = 4 24 5 25 26 27 6 s� c Scale = 1:61.3 1514 13 3x5 = 2x3 II 3x4 = SxS MT18HS= 3x12 = 2.00 12 6-0-12 13-0.0 15.6.0 22-0-0 24-11-025- 12 36-0-0 6-4-12 0.10- 0 5.8-70 2-GO 0.fi-0 2-11-0 0. -12 All Plate Offsets (XY)-- [2:0-1.6,Edge1. [6:0-7-0,0-2-01. [9:0-1-15,Edgel LOADING (psf) SPACING. 2-0-0 CSI. DEFL In (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TIC 0.72 Vert(ILL) -0.65 11-12 >757 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vett(CT) -1.0212-13 >410 240 MT18HS 2441190 BCLL 0.0 - Rep Stress Incr YES WB 0.76 Horz(CT) 0.35 9 Na Na BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.76 11-12 >550 240 Weight: 1601b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-5 oc pudins. BOTCHORD Rigid ceiling directly applied or 2-2-0 ad bracing. WEBS 1Row at midpt 6-13 REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Horz 2=-136(LC 10) Max Uplift 2=-825(LC 12). 9=-825(LC 12) FORCES. (lb) - Max. Comp,JMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-331312430.3-4=-2689/2057. 4-5=-2521/2030, 5-6=-2517/2023, 6-7=-3409J2582, 7-8=-5345/3923,8-9=-5700/4162 BOT CHORD 2-15=-2200/3109, 14-15=-2200/3109, 13-14=-1709/2521, 12-13=-2267/3348, 11-12=3543/5101, 9-11- 3878/5424 WEBS 4-14=-343/531, 6-13=-1030/679, 6-12=-814/1242, 7-11=-1344/1986, 8-11=-094/387, 7-12=-2262/1640, 3-14=-701/544 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extmor(2) -1-0-0 to 2 6-0, Inter or(1) 2-6-0 to 13-0-0, Extedor(2) 13-0-0 to 17-11-6, Interior(1) 17-11-6 to 22-0-0, Extedor(2) 22-0-0 to 26-10-0, Intmor(1) 26-10-0 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 loaf bottom chord live load nonconcument 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 at joint(s) 9 considers parallel to grain value using ANSUTPI 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 100lb uplift at joints) except at=lb) 2=825, 9=825. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 11,2019 Q WARNING- Vedlydesfgnpammefers and READ NOTES ON THIS AND NCLUDEDATTIECREFERANCE PAGE 13LL7473mv, 14=?o150E7`ORE USE Deslgn valid far use ontywim MDek®connectors. This design Is based oNy upon parametersshown and is for an IndMduol building component, not �'- a buss system. Before use, the bulging designer must verify the applicability, of design parameters and properly Incorporate this design Into me overall bulging design. Bracing Indicated is to prevent bucking of Individual truss web antl/or chord members only. Additional temporary and permanent bracing MiTek- 0alwaysrequnedforstabSrryand toprevent collopsewithpossiblepersonal Injury andpropeMcarnage. For general guidance regarding the faledcaton storage, delivery, erection and bracing of musses and truss systems. weANSVTPiI Quality CrBada, DS349 and SCSI Bulding Component 6904 Parka East Blvd. Safety Warinalbmvploble hem Truss Rate Institute. 218 N. Lee Sheet Suite 312. Alexandria: VA 22314. Tampa, FL W610 Job Tess Truss Type City Ply T78622017 11455 B2 HIP 1 1 �THECOTTAGE Job Reference (optioned_ unamoers i ruse, mc., ron rierce, rL aazu a um ea zuie mi i ex mausmes, me. man Nov n urLu:LR cure 4.00 F12 4x8 = 2x3 II US = 2x3 II 4 25 26 5 27 28 6 7 2x3 Scale = 1:60.4 m 3.4 = 2.3 II 3x6 = 4xB = 2x3 II 3z5 = 3x4 = Sx12 MT18HS= 7a-z 11-90 zd-o-G "s2-ol 3s0-0 77.1 3-4.14 6.6.n 6.6-0 1a-n P.Imn Plate Offsets MY)- [4:0-5-4,0-2-01 [6:0-5-12,0.2-01 (9:0-0-14 Edged 111:0.6.0 0301 LOADING (psQ SPACING- 2-0-0 CS. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Veri(LL) 0.47 11-22 >257 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.3011-22 >406 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 HOrz(CT) 0.04 11 Na n/a BCOL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 164 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=941/0-8-0, 11=1427/0-8-0, 9=330/0-8-0 Max Hom 2- 117(LC 10) Max uplift 2=-575(LC 12). 11=-1078(LC 12), 9=-407(LC 12) Max Gmv 2=947(LC 21), 11=1427(LC 1), 9=361(LC 22) BRACING - TOP CHORD Structural wood sheathing directly applied or4-7-2 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS IRow at midpt 6-13 FORCES. (lb) - Max- CompJMax. Ten. -All forces 250 (lb) or less except whenshown. TOP CHORD 2-3=-2065/1469,3-4=-1560/1164,4.5=-1250/920,5-6=-1250/920, 6-7=-293/21 BOT CHORD 2-16=-1281/1923, 14-16_ 1281/1923, 13.14_ 861/1454, 12-13=-79/380, 11-12=-70/352 WEBS 3-14=-598/530,4-14=-261/410,4-13=-244/257, 5-13=-42B(461,6-13=-1151/1459, 6-12=-072l753,7-11=-940/0;8-11=-268/694 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=4.2pst; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eavedtU Cal II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-5-0, Intedor(1) 2-6-0 to 11-0-0, Extedor(2) 11-M to 15-11-6, Intedor(1) 15-11-6 to 24-0-0, Esderior(2) 24-0-0 to 28-11-6. Interior(l) 28-11-6 to 36-M zone; porch right exposed;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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurent 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 fall 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 100 lb uplift at joint(s) except at=lb) 2=575, 11=1078, 9=407. Thomas A. Albani PE No.39380 hliTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: November 11,2019 AIVMWXG-Vedlydeslynpararrds.andRMDNOTES ONWSANDINCLUDEDM1IREKREFERANCEPAGEMD-74nmre 1Gr0.Y1015BEFOREUSE Design void for use onlyweh Mnek® connectors. Ihis design Is based only upon Parameters shown, and Is for an Individual bullding component not a truss system. Before use. tee budding des'gner must verity Me opplicabally of design parameters and properly inco,porate this design Into Me overall bullding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Addifional temporary and permanent bracing Mel( hdwaysrequeed for stabdily and to prevent collopse coif possible personal Nlury and propeM damage. For general guldance regarding Ma fabrlcatlom storage, delivery. eredbn and bracing of trusses and truss systems. seeANSVIPII GuaMy Criteria. bSS89 and SCSI Building Component 6904 Padre East SIA. Safety infamwtionavadade from Truss Plate huntute, 216 N. Lee Sheet. Suite 312. Alexandria, VA M14. Tampa, FL 33610 Job Truss Truss Type pty Ply T78622018 M11455 B3 HIP 7 �THECOTTAGIE 1 Job Reference (optional) o.ozu s uc1 zs euf a mr i ex moustnes, mc. man Nov it ur2u:eb zule rase 1 4.00 F12 Us = 2xa 0 4 2x3 II 316 = 348 = 2x3 II axis = 526 6 7 27 B 9 2x3 G Scale=1:60.4 3x4 = 3x6 = 3,8 = 2.3 II 5x10 = 3.6 = 3x4 = &Mn 14 19 I.. I.-Iln 9.0.0 15-0-12 15-10 154-0 1-2-0 - 9-0-0 Plate Offsets (X,Y)— [2:0-0-14,Edge1 [4:0-5-4 0-2-01, [9:0-3-0 0-2-81 [11:0-0-6 D-0-01 [13:0-3-80-3-41 LOADING (psl) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TC 0.45 VerULL) 0.48 13-23 >252 240 MT20 244/190 TCDL 7.0 Lumber-0OL 1.25 BC OA8 Vert(CT) -0.3213-23 >380 240 BCLL 0.0 ' Rep Stress Incr YES We 0.50 Horz(CT) 0.04 13 n/a rda BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1631b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-13 8-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=860/0-8-0, 13=1711/0-8-0, 11=127/0-8-0 Max Horz 2=-97(LC 10) Max Uplift 2= 530(LC 12), 13=-1237(LC 12). 11= 293(LC 12) Max Gmv 2=869(LC 21), 13=1711(LC 1), 11=161(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1835/1348; 3-4=-1580/1150, 4-5=-1382/984, 5-7=-1382/984, 7.8=-636/851, 8-9=-658/876, 9-10= 672/903, 10-11=-247/672 BOT CHORD 2-17— 1173/1714, 15-17=-869/1479,14-15=-106/635, 13-14=-106/635, 11-13=-611/320 WEBS 3-17=356/442,4-17=-281/437, 8-13=-455/397, 5-15=-312/354, 7-15=-759/899, 7-13=-162011109,10-13=-5281804 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst; BCDL=3.0psf; h=15ft; B=45ft; L=35ft; eave=5ft; Cal II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and CC Exteaor(2) -1-0-0to 2-6-0, Interior(1) 2-6-0to 9-0-0, Exterior(2) 9-0-0to 13-11-6. Inteaoall) 13-11-6 to 26-0-0, Exterior(2) 26-M to 30-11-6, Interior(1) 30-11-6 to 36-M zone; porch right exposed;CC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent 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 2-0-0 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 lb uplift at joint(s) except at=lb) 2=530, 13=1237, 11=293. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 AWARNING-VMfydegnparemefereandREADNO7 ONTMSANDINCLUOEOMREKREf NCEPAGEMR7M.a .10012015BEFOREUSE Design valid for use only with MltakS connectors. Rriv design Is based only upon parameters shown. and Is for an individual building component net ��' a truss system. Before use, the building designer must verify rite opplicabi ity of design parameters and properly incorporate this design into the overall building design. Bracing Indicated B to prevent bulddng of Individual truss web and/or chord members any. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collopse wins possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and brocing of trusses and tins systems, seeANSIMIJ Quality CAerp, DS111a9 and BCSI BuOding Component Safety Woanafbmyalable from Truss Rate Immune. 218 Lee Street Suite 312 Alexandria. VA 22314. 6904 Palle East 13W. Tampa, FL 33610 N. Truss Truss Type Oty Ply THE COTTAGE T78622019 r1bl 455 GRA Hip Girder 1 2 Job Reference (optional) I-namoers Iruss, roc., on rance, rL a.JGe sun Le za l9 ml IUK mousmes, Inc. mon nov I I urea:Ju zu le rage I ID:A74CVr6ubfdeDl5aCdyW PDyLFMw-bnlaKdAKOPKd57CVAMyzd3Dz7K6iwV%NByEdaDyKK73 j1-0.p 7-0.0 12-3-14 I 1711 22-8.2 1 28-0-0 I 35-0.0 36-0.0 -0. 1-0.0 5.3-14 5-2.2 5-2-2 5-&14 7-0.0 Scale =1:60.3 5.8 MT18HS = Sx8 MT18HS = 4.00 r12 3x4 =' 5.8 MT18HS = 3x4 = 3 23 24 4 25 26 27 528 29 30 31 32 6 33 34 7 1�2 16 35 15 36 14 37 38 13 39 40 41 42 12 43 11 44 10 4x6 = 2x3 II Sib WB= 44 = 3x8 = 4x4 = 5x6 WB= 2x3 II 4x6 = 7-0-0 12.3-74 17-6-0 22-&2 28.0.0 35-0.0 IN G1rd I G7-7 1 I Plate Offsets MY)— [3:0.5-40-2-81 f5:0-4-0.0-M) [7:0-5-4,0-2-81 LOADING (psf) SPACING- 2-0-D GSI. DEFL in (roc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.65 Vert(LL) 1.04 12-13 >405 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.0412-13 >402 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(CT) 0.19 8 r✓a n/a BCDL 10.0 Code FBC2017/TPI2014 Matti Weight 316 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-5 cc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or5-1-15 cc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2833/0-8-0, 8=2835/0-8-0 Max Horz 2=78(LC 24) Max Uplift 2=-2199(LC 8), 8=-2255(LC 8) FORCES. (lb) - Max. ComplMax. Ten. -All tomes 250 Qb) or less except when shown. TOP CHORD 2-3=-7950/6160, 3-4=-10549/8106, 4-5=-11568/9029, 5-fi=-11568/9029, 6-7=-10563/8444, 7-8=-7952/6320 BOT CHORD 2-16=-5728f7490, 14-16=-576117530, 13-14=-7944/10549, 12-13= 8281/10563, 10-12=-5910/7531,8-10=-5881/7492 WEBS 3-16- 537/685,3-14= 2389/3417,4-14=-1134/1004,4-13=-1015/1162,5-13=-538/487, 6-13=-644/1146,6-12=-945/674,7-12=-2596/3432,7-10=-481/670 NOTES- 1) 2plytruss to be connected togetherwith tOd (0.131'x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 cc. Bottom chords connected as follows: 2x4 - 1 row at G-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back.(B) (ace in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=350; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonooncumant with any other live loads. 8) ' This Muss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 345-0 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 100111 uplift at joint(s) except (jt=lb) 2=2199,8=2255. _ Thomas A. Marl PE No.39380 MTek USA, Inc. FL Cad 6834 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 QWABNING-Ver/ry de sign p%SwnIers=dNEADNOTES ON TNISAND/NCLUDEDNITEKNEFENANCEGAGEN67473 rov. 16211`tO1SBEFOBE USE Design valid for use only with Meek® connectors. Mis design k based only upon parameters shown, and b for an Individual building component, not a tram system. Before use, me bustling designer most verily Me appaaabsiry of design parameters and property Incorporate this design Into the overall building design. Bracdg inicated is to prevent buclifig of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 6 always required far stabsiry and to prevent collapse wish posabie personal Injury and property damage. For general guidance regarding Me fabrication.storage, delivery. erection and bracing of tosses and host systems, WeANSIMIJ QUO, CrBOId, D5549 and BCSI Building Componord 6904 Parke East BAN. Sofoy hdormalbrnvoilabie ftom Truss Hate Institute, 218 N. We Street, Suite 31Z Nexontltlo, VA 22314. Tampa, FL 33610 Job Tess Truss Type Oty Ply THE COTTAGE T78622019 M11455 GRA Hip Girder 1 2 Job Reference factorial) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Oct 29 2019 MTek Industries, Inc. Mon Nov 11 07:29:30 2019 Page 2 ID:AXCVr6ubfdeoJ5z;CdyW PDyLFMw-bnlaKdAKOPKd57CVAMyzd30z7K6iwVXNByEdaDyKK73 NOTES- 10) Hanger(s) or other connecdon device(s) shall be provided sufficient to support concentrated load(s) 1371b down and 231 Ib up at 7-0-0, 116 lb down and 171 lb up at 9-0-12, 116 to down and 171 lb up at 11-0-12, 116 go down and 171 lb up at 13-0-12, 116 lb down and 171 Ito up at 15-0-12, 116 1b down and 171 Ib up at 17-0-12, 116 Its down and 171 lb up at 17-11-4, 80 Ib down and 59 to up at 19-11-4, 80 It, dawn and 59 lb up at 21-11-4, 116 It, down and 171 lb up at 23-11-4, and 116 go down and 171 to up at 25-11-4. and 137lb down and 231 lb up at 28-0-0 on top chord, and 469 lb down and 578 lb up at 7-M, 80 to down and 29 lb up at 9-0-12, 80 lb down and 29 Ib up at 11-0-12, 801b down and 29 Ib up at 13-0-12, 801b down and 291b up at 15-0-12,801b down and 291b up at 17-0-12, 80 Ib down and 29 Ib up at 17-11-4, 179 Ib down and 2761b up at 19-11-4, 1791b down and 2761b up at 21-11-4, 80 Ib down and 29 Ib up at 23-11-4, and 80 lb down and 29 lb up at 25-11-4, and 469 lb down and 578 lb up at 27-11-4 on bottom chard. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=54, 3-7=-54, 7-9=-54, 17-20=-20 Concentrated Leads (lb) Vert: 3=-116(F) 7=-116(F) 16=-469(F) 10=-469(F) 23=-116(F) 24=-116(F) 25=-116(F) 27=-116(F) 28=-116(F) 29=-116(F) 30=-G(F) 32= 6(F) 33= 116(F) 34=-116(F) 35=53(F) 36=-63(F) 37=-63(F) 38=-63(F) 39=-63(F) 40— 63(F) 41=-179(F) 42=-179(F) 43=-63(F) 44=-63(F) Q WARNMG-Vedrydealgnpammetemand RFADNOFES ON TNISANDWCLUDEDMRERREFERANCEPAGEMX74Mnn, taAY1015bEF0RE USE. person valid for use only vrin Mnek®connectors. fib design 6 based only upon parameters snows. and is for on hery1tlual building component.not �r ■■ a puss system. Before use, me biAcing designer must verify Me appllcabillN of design parameters Find property Incorporate tila design Into me overall building design. Bracing Indicated% to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always rectulned for stalcUM, and W prevent collapse with pasvble personal injury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of Musses antl truss systems, seeANSI/IPII Quality ClBoda, DS549 and BCSI Building Component a904 Perke East BNO. Safety lnformatbmvollope from Muss Plate Institute. 218 N. lee Street Sulte 312. Alexandra VA22314. Tampa, FL 33sto Job Truss Truss Type Ply THE COTTAGE T78622020 M11455 GRB HIP GIRDER 1 1 Job Reference (optional) Linambens l russ, Mo., Fort Pierce, FL 8.32050d 2921319 MITek Industries, Inc. Mon Nov 1107:29:3221Y19 Scale=1:60.3 2x3 II = 5x8 MT18HS = 4.00 12 6x8 3.4 = 4x6 = 5x12 = 2x3 I 3 25 426 27 28 29 5 6 30 731 32 33 34 8 35 0 j 2 1D 1lltil•N Id d 18 36 17 16 3738 39 15 40 41 14 4243 13 45 12 4x6 = 2a3 11 5x6 WB= 5xio = 2.3 II 7x14 MT18HS = 2x3 II 3x4 = 3x4 = .8 1518 .4 35-0.0 f48 268 258 77-0 1 45I 1-M. Plate Plate Offsets (X1)— [3:0-5-12 0-2-121 [6:0-3-0Edgel [9:0-5-8 0-2-81. [13:0-5-12,Edge1 LOADING (psf) SPACING- 24)-0 CSI. DEFL. in (loc) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.38 16 >782 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.76 Vert(CT) -0.43 15-16 >690 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.98 Hom(CT) 0.09 13 n/a r✓ls BCDL 10.0 Code FBC2017/TP12014 Matdx-MS Weight 1631b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or4-3-12 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-13 4-15,7-15: 2x4 SP M 30. 8-13: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1602/0-8-0, 13=4305/0.8-0, 10=-239/03-0 Max Harz 2=78(LC 7) Max Uplift 2=-1201(LC 8), 13=-3423(LC 8), 10=-566(LC 25) Max Gmv 2=1604(LC 17), 13=4305(LC 1), 10=212(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 [b) or less except when shown. TOP CHORD 2-3=-4134/3062, 3-4=4232/3012, 4-5=-3226/2172, 5-7= 3226/2172, 7-8=-2413/3408, 8-9=-2436/3435,9-10=-732/1777 BOT CHORD 2-18=-2791/3872, 16-18=-2825/3913, 15-16=-2849/4232, 14-15— 2061680, 13-14=-206/680,12-13=-1623/722,10-12— 166&785 WEBS 3-18=-542/665,3-16=-92/505,4-15=-1145/952,5-15=-551/497, 7-15=-2056/2887, 7-14=0/366,7-13=-4569/3111,8-13=414/347,9-13=-2479/2391, 9-12=-1024/780 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; &=45ft; L=35f; eave=5N; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch tight 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 lost bottom chord live load nonconcunent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Ot=lb) 2=1201, 13=3423, 10=566. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1371b down and 231 Its up at 7-", 116 Us down and 171 Ib up at 9-0-12, 116 to down and 171 lb up at 11-0-12, 116 lb down and 171 Its up at 13-0-12, 116 lb down and 171 Its up at 15-0-12, 116 Ito down and 171 Its up at 17-0-12, 116 to down and 171 Its up at 17-114, 116 Ib down and 171 Is up at 19-114. 116 lb down and 171 Its up at 21-114, 116 to down and 171 lb up at 23-114, and 80 Its down and 59 lb up at 25-114, and 106 lb down and 119 lb up at 28-0-0 on top chord, and 469 lb down and 578 Its up at 7-0-0, 80 lb down and 29 Ib up at Thomas A. Albani PE No.39380 9-0-12, 80 Its down and 29 lb up at 11-0-12, 80 lb down and 29 It, up at 13-0-12, 80 Its down and 29 Its up at 15-0-12, 80 Ill down MTek USA, Inc. FL Celt 6634 and 29 Its up at 17-0-12, 80 lb down and 29 Its up at 17-11-4, 80 lb down and 29 Its up at 19-11-4. 80 Its down and 29 lb up at 6904 Parke East Blvd. Tampa FL 33610 21-11-4. 80 Its down and 29 lb up at 23-114, and 179 Its down and 237lb up at 25-114, and 5851b down and 7271b up at 27-114 Date: on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). November 11,2019 ®WARNING- Versydes/9npaam.tersandREAD NOTES OMT MANDWCLUDEDM/IEKREFEMNCEPAGEM67=m3 faN3R015 BEFORE USE Design valid far use only with Mlfelr®oonnecfors. ihBdesign is based only upon parametersshx and is for an Individual bullding component, not a trust system. Before use, the bullding designer must verify me applicoblity of design parameters and properly Incorporate this design Into the overall Wilding design. BrocNg Indicated Is to buckling of lntlNlduld Islas web and/or chord members only. Additional temporary and bracLsg M!Tek' prevent permanent 6 alwaysrequbed forsfabillty and to prevent collapse with possible persand injury and property damage Forgeneralguidonceregardingihe fabrication, storage. delivery, erection and bmcing of trusses and it=systems seeANSVrplt Quo' My CModa, DSB49 and SCSI Building Component 69W Pads. East Blvd. Safely infonnFort, atbrgvouable hoTruss Plate Institute. 216 N. Lee Sleet Suite 312, Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type 7tyPly M11455 GRB HIP GIRDER rECOTTAGET18622020 1 b Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.320 s Oct 29 2019 MiTek Industries, Inc. Mon Nov 11 07:29:32 2019 Page 2 ID:AKCVr6ubfdecJ5aCdyW PDyLFMw-KAPUJCayl aKKRMuIn_RiUVHx8sNOKngeGjje6yKK71 LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9=-54, 9-11=-54, 19-22=-20 Concentrated Loads (Ib) Vert: 3=-116(B) 6=-116(B) 9=-6(B) 18=-069(B) 12=585(B)25=-116(B)26=-116(B)27=-116(B)29=-116(B)30=-116(B)31=-116(B)33=-116(B) 34=-116(B) 35=-6(B) 36=-63(B) 37=-63(B) 38=-63(B) 39---63(B) 40=-63(B) 41=-63(B) 42=-63(B) 43=-63(B) 44=-63(B) 45=-179(B) QWARNWG-VerilydssrgnpardmefenenJREADNOIES ON TNLSANDWCLUDEDMREKREF£RANCEPAGEM 7473rev. 10M20156EFOREUSE De4gnvalld for use only with M1reM connectors TNs design b based only upon parameters shown and is form hcrrvidual building component, not �■- ■` a frus system. Before use, me building designer munveMy the applicability of design parameters and propeM incorporate fhb design Into the overall bWdmgdeslgn. Bracing Indicated k to prevent bucIdng of Individual ins web moiler chard members only. Additionaltemporatyandperramentbrocing MiTek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fob icaAon, storage, delivery, erection and bracing of tames and onus systems seeANSUIPII CualNByy COtoda, D5B-09 and SCSI BuIlding Component 69b4 Parke East Blvd. Safety Infon urfionaN vaTcble from Truss ate Institute. 218 N. Lee Street, Suite 31Z AreandAo. VA 22314. Tampa, FL 33610 Job Thus Truss Type Oty Ply THE COTTAGE T7862202Y M11455 J1 JACK -OPEN 8 1 Job Reference (optional) Unambers 1 russ, Inc., Fort Fierce, FL LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 SCOL 10.0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 8.320 5 UM 29 2019 MI I OK mammas, Ina. Mon Nov 11 U1:29:33 2U19 rage l ID:AXCVr6ubfdeoJ5z!CdyW PDyLFMw-OM4yfCgKiBybx4sUVgR2boYNB7OTptwSHAYyKK70 3x4 = SPACING- 2-0-0 CSI. DEFL. in (loc) I/deN Ud Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 360 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 240 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a Code FBC2017/rP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 REACTIONS. (lb/size) 3=9/Mechanical, 2=148/0-", 4=0/Mechanical Max Hom 2=18(LC 12) Max Uplift 3=-4(LC 9), 2— 14o(LC 12) Max Grav 3=10(LC 17). 2=118(LC 1), 4=17(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. BRACING- Scale = 1:6.1 PLATES GRIP MT20 244/190 Weight: 5 lb FT=20% TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOTCHORD Rigid calling directly applied or 10-0-0oc.bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph1 TCDL=4.2psC BCDL=3.Opsg h=15ft; B=45ft; L=24h; eave--4fp.Cat. IC Exp C; Encl., GCpi=0.18; MWFPS (directional) and C-C Exterior(2) zone; porch left and right etgwsed;C-C for members and', forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcumant 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-M 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 100 lb uplift at joint(s) 3 except (jt=lb) 2=140. Thomas A Alban! PE No.39380 61Tek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November11,2019 Job Truss Truss Type Oty Ply M11455 J3 JACK -OPEN 8 rECOTTAGET78622022 1b Reference (optional) Unaincers 1 russ, Inc., tort rlerce, rL a.a2e S UM as 201V MI I eK mausmes, MC. Mon NOV a a UGZa:ae Zel a Vega I D:AxCVr6ubfdeoJ5ziCdyWPDyLFMw-OMzjytcq)GBybx4sUVgF2Z3YJo7OTptw5HAYyKK70 -1-0.0 3-0-0 1-m 3{1-0 Scale = 1:9.4 3.4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL i0 (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(L-) 0.02 4-7 >999 240 MT20 244/190 TCDL. 7.0 Lumber DOL 1.25 BC 0.30 Ved(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rda n(a BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Weight: 11 lb FT=20°/ LUMBER - TOP CHORD 20 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=63/Mechanical, 2=17210-8-0, 4=36/Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-67(LC 12), 2=-207(LC 12), 4=-51(LC 12) Max Grav 3=63(LC 1). 2=172(LC 1), 4=50(LC 3) FORCES. (Its) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-M oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. . NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; 13COL=3.Opsf; h=15ft; B=45ft; L=24f; eave=oft; Cat II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-0.0, Intedor(1) 2-"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 fora 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.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 1001b uplift at joint(s) 3, 4 except Qt=lb) 2=207. Thomas A Albarli PE No.39380 MiTek USA, Inc. FL Cad 669 6904 Parke East Blvd. Tampa FL 33610 Date: November 11,2019 Job ob Tr Truss Truss Type' Cry Ply THE COTTAGE T18622023 455 JACK -OPEN 8 1 Job Reference loptionall UnamOem muss, Inc., I-Ort Merce, I-L a.32U a Ups 29 2Ula MI IeK In austne5, Inc. Man NOV 11 U1211242U19 Page 1 ID:AXCVr6ubfdeoJSziCdyW PDyLFMw-UD(5A4DgUeg2alW GPClvovajgxUXsTlz6aCgj_yKK77 -1-0.0 5.0.0 3x4 = LOADING (psf) SPACING-. 2-M CS]. DEFL. in (too) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.35 Vert(LL) 0.13 4-7 >455 240 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Coda FBC2017/TP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP M 30 _ TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 3=119/Mechanical, 2=242/0-8-0, 4=59/Mechanical Max Hom 2=123(LC 12) Max Uplift 3=-126(LC 12), 2=-278(LC 12), 4=-87(LC 12) Max Gmv 3=119(LC 1), 2=242(LC 1), 4=94(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown Scale = 1:12.7 PLATES GRIP MT20 244/190 Weight: 171b FT=20% Structural wood sheathing directly applied or 5-0-0 oc pudins. Rigld ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=165mpb(3-second gust) Vasd=l2Bmph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; 8=4511; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Fxtedor(2) -1-0-0 to 2-", Intedor(1) 2-0-0 to 4-11.4 zone; porch left and right elglosed;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.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 1001b uplift at joint(s) 4 except Qt=11b) 3=126, 2=278. Thomas A. Albani PE No.39360 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL.33610 Date: November 11,2019 ,&WARNING - Verrrydesfgnpardmefers and HEAD NOTES ON THIS AND INCLUDED MITEKNEFEBANCE PAGE MIF7M.. 100312015BEFORE USE. DeSgn valid form ody with Mirel®connecttors. This design E based only upon porgmeten shown. and Is for on IndMtlual building component, not ��- a cuss system. Before use, the bulding designer mu4vedfy me applicability of design poremetersand properly incorporate Mia design Into the overall bulcing desl Brocing indicated h to prevent buclding of Individual fnas web anti/or chord members only. Acciionol temporary and permanent brocing M!Tek' Is always required for Stability and to prevent collapse with possible personal injury and property, damage. For general guidance regording Me fabrication. storage, dellvery, erection and bracing of russet and muss systems seeANStrrPll CuamY Cmeda, DSB-89 and SCSI loading Component 69M Parke East Blvd. Solely Informatbrcsycaoble rom Tess Plate Institute. 218 N. Lee Sheet Suite 312 Alaxandrla. VA 22314. Tampa. FL 33610 Job Truss Truss Type Ply COTTAGET78622024 M11455 J7 JACK -OPEN 201b FE Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 a Oct 29 2019 MiTek Industries, Inc. Man Nov 11 07.29:35 2019 Page 1 ID:AKCVr6ubfdeoJ57iCdyWPDyLFMw-yISTNLESEyyvBv4Tz YBK77slLpRbwzGLEuOFRyKK7_ -1-1" 0 7-0-0 ' 1.0.0 I 7-0-0 Scale: 3/4'=1' ax4 = Plate Offsets XY)— 12:0-1-14,Edce1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.10 4-7 >857 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.21 4-7 >388 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We n1a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Wind(LL) 0.18 4-7 >469 240 Weight: 23 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=170/Mechanical, 2=315/0-8-0, 4=83/Mechanical Max Horz 2=161(LC 12) Max Uplift 3>756(LC 12). 2=-210(LC 12), 4=-9(LC 12) Max Gmv 3=170(LC 1), 2=315(LC 1), 4=120(LC 3) FORCES. (Ile) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or.6-0-0 oc purtins. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exte6or(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 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 bottom chord live load nondoncurrent 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 truss to bearing plate capable of withstanding 100lb uplift at joint(s) 4 except (jt=lb) 3=156, 2=210. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cad 663E 690E Parke East Blvd. Tampa FL 33810 Date: November 11,2019 Job Truss Tnsss Type Uty Ply COTTAGET78622025 M11455 J7P JACK -OPEN 4 1b rE Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 a Od 29 2019 MiTek Industries, Inc. Mon Nov 11 07:29:35 2019 Page 1 (D:AXCVr6ubfdeoJ5aCdyW PDyLFMw-yl5TNLESEyyvBv4TzvY8K77tfLyFbtAGLExOFRyKK7— -1-0-0 4--3 7-0-0 '11 .3 I 2-10-13 3x6 = 7-0.0 7.0-0 Scale: 3/4-=1' Plate Offsets MY)— f2:0-0-2 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.22 6-9 >376 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.12 6-9 >721 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(CT) -0.00 5 rate n/a BCDL 10.0 Code FBC2017[rP12014 Matrix -MP Weight: 281b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ibtsize) 4=54/Mechanical, 2=315/0-8-0, 5=199/Mechanical Max Horz 2=161(LC 12) Max Uplift 4=-50(LC 12), 2=-353(LC 12), 5=-256(LC 12) Max Gmv 4=60(LC 17), 2=315(LC 1); 5=199(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-335/554 ROT CHORD 2-6=-741/316 WEBS 3.6=-349/819 BRACING - TOP CHORD Structural wood sheathing direetlyapplied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or7-1-11 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Ops1; h=15ft; B=45R; L=24N; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 6-11-4 zone; patch left and right exposed;C-C formembers and forces & MW FRS 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.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 truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 4 except Ut=lb) 2=353, 5=256. Thomas A. Albani PE No.39380 MiTek USA, Inc FL Cud 6634 G904 Parke East Blvd. Tampa FL 33810 Date: November 11,2019 0 WMMG- VedlydeslgnperemetersendREAONOTES ONTNISANO BMLUOEO MNEKREFEFU NCEPAGEMRT4TJrev. 1N0&2015BEF0RE USE Design valid for use only with MSeI8 connectors, This design Is based only upon parameters shown, and Is for on InclMduol building component. not a toss system. Before use, the buadmg designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buildingdoslgn. Bracing indicated Is to prevent buckling ofbdvidualtruss web ond/or chord members only, Addilionaltemporaryandpermanombrochg MiTekb always required for stability and to prevent collapse with passable personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and hus systems se temeANSUmIr Quality Cril VS549 and EC51 fful Component fiooa Page East Blvd. Safety Informatbnowarable from Truss Rate InstiMe, 218 N. lee Sheet. Suite 312. Alexandtia VA 22314 Tampa, FL 31610 .._.., I ". Typo M11455 I KJ7 I DIAGONAL HIP GIRDER =u'--w1-1-Yy ruyLrmw-uBUEo0F1mZDdRCEr5KacPYCF79gcE 1-5-0 EB-12 9 10 1 6.8-12 3-1-5 Scale = 1:21.2 3x4 = 2x3 II 5 6x8 = LOADING (psQ SPACING- 2-0-0 CS]. DEFL, in (loc) Vdefl Ud L 20.0 L 7.0 Plate GNP DOL 1.25 TC 0.28 Ven(LL) 0.14 7-10 >820 240 PLATES GRIP MT20 L 0.0 ' LBCDL Lumber DOL Rep Stress Incr 1.25 NO BC 0.31 Vert(CT) -0.11 7-10 >999 240 244/190 10.0 Code FBC2017/rP12014 WB 0.33 Matrix -MS Hoa(CT) -0.01 5 We n/a Weight: 38 to FT=20% LUMBER- TOP CHORD 2x4 SP M 30 BRACING- BOT CHORD 2x4 SP M TOP CHORD Structural wood sheathing directly applied or.6-0-0 oc pudins. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or7-2-13 oc.bracing. REACTIONS. (Ib/size) 4=38/Mechanical, 2=501/0-10-15, 5=435/Mechanical Max Horz 2=161(LC 8) Max Uplift 4=-39(LC 8), 2=-574(LC 8), 5=-521(LC 8) FORCES. (lb) - Max. CompJMax- Ten, -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-866/902 SOT CHORD 2-7— 958/823, 6-7=-958/823 WEBS 3-7— 359/323, 3-6=-949/1105 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=42psf; BCDL=3.Opsf; h=15f ; B=45h; L=24fr, eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate gdp 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tit 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 100 lb uplift at joint(s) 4 except Qt=lb) 2=574, 5=521. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 80 lb up at 4-4-0, 38 lb down and 80 lb up at 4-4-0, and 67 lb down and 149 lb up at 7-1-15, and 67 lb down and 149 lb up at 7-1-15 on top chard, and 67 lb down and 31b up at 1-6-1, 67 lb down and 3 lb up at 1-6-1, 21 lb down and 4 lb up at 4-4-0, 21 lb down and 4lb up at 4-4-0, and 36 lb down and 44 lb up at 7-1-15, and 361b down and 44lb up at 7-1-15 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 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=125, Plate Increase=125 Uniform Loads (plQ Vert: 1-4=-54, 5-8= 20 Concentrated Loads (lb) Vert: 11=-3(F=-1, B=-1) 12=-84(F=-42, B=-42) 13=-7(F=-3, B=-3) 14=-20(F=-10, B=-10) 15=-61(F=-30, B=-30) Thomas A. Alban! PE No.39360 MiTek USA, Inc FL Cent 6634 6904 Parka East BNB Tampa FL 33610 Date: November 11,2019 0 wARNWG-Verily ded9n parameters and flFJID NOTES ONTNISANO wCLUOED MREKREPERANCEPAGE M074M rev. inNN2015BEF0RE USE DBSign valid for USB dNy WNhMTe1� bpMeptprs.lhis cl- i is Dosetl oNy upon parameters shown and is for On ertlNdu.1 bulldNg component, not G INS$ 6y3}Qm. Befpre USB. Me brBtling deslgmermusf veiny the applicablllty of deign pararrietor and propany Ixomaafe this tlesign Into the overall ■ building design &oCng lnmcated6ro pevent buckling of Ndivitlual truss web and/ar chord members only. Atltlitbiwltemporary and permanent bracing 4alwcysreg,detl lrn stpbllay antl to pmventcolippse_tth po_Iole personal injury antl prop.M damdge. For general guidance regarding fha MiTek- mbxcatbn araroge, tle Nery, erection and bracing of hussar and tress Mtems, seeANSI(IPit peal86vy cmem, DSBd9 mid BC51 au6dh Cam rant sal�fylnlollnalbmvc9oble from Truss Plate lnstiMe.21B N: Lea Street $uI1e 312Alexontlda VA22314. 9 6904 Page East BNtl. Tampa, Fi aasto Symbols PLATE LOCATION AND ORIENTATION 14- 13/a 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. L74"�For;4 x 2 orientation, locate plaes 0-110 from outside edge of truss, This symbol indicates The required direction of slots in connector plates. 'Plate location details available in MiTek20/20 software or upon request. PLATE SIZE The first dimension Is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in The bracing section of The output. Use T or I bracing If indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6'48 I dimensions shown Infisixteenths t scale) (Drawings not to scale) I 2 3 TOP CHORDS 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 NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1, ESR-1352, ESR1988 ER-3907,ESR-2362 ESR-1397,ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI T section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved Mrrek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by on 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. 6. 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/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/IPI 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 Ore 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 purlins 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. IS. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.