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HomeMy WebLinkAboutTRUSSI I Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Mae,,,'k0 RE:-4832_Watersong_1 Site City: 11 Name Name: Addre: City: Pc„NED BY `AL CONST - WATERSONG mation: Info: COASTAL CONSTRUCTION Project Name: Model: 46 Subdivision: WATERSONG WATERSONG LUCIE State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 and License # of Structural Engineer of Record, If there is one, for the building. License #: State: Gener11 al Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): 11 Design Code: FBC2017/`TP12014 Design Program: MiTek 20/20 8.2 Wind 1 ode: ASCE 7-10 Wind Speed: 180 mph Roof Ll!oad: 46.0 psf Floor Load: N/A psf This package includes 39 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. f11Seal# I Truss Name I Date I No. Seal# I Truss Name I Date 1 11T14784089 1 Al 8/9/18 118 1 T14784106 CH5 8/9118 2 11 T14784090 1 A2 8/9/18 119 1 T14784107 CH7 8/9/18 13 11 T14784091 1 A3 1 8/9/18 120 1 T14784108 1 CJ 1 1 8/9/18 1 14 1'1 T14784092 1 A4 1 8/9/18 121 1 T14784109 1 CJ1 A 1 8/9/18 1 15 III T14784093 1 A5 1 8/9/18 122 1 T147841101 CJ1 B 1 8/9/18 1 16 111 T14784094 1 AGR1 1 8/9/18 123 1 T14784111 1 CJ3 1 8/9/18 7 11 T14784095 1 AH7 8/9/18 124 1 T14784112 1 CJ3A 8/9/18 8 111 T14784096 1 AH9 8/9/18 125 1 T14784113 1 CJ36 8/9/18 9 1:11 T14784097 1 AH11 8/9/18 126 1 T14784114 1 CJ5 8/9/18 10 11 1 T14784098 1 AH13 8/9/18 127 1 T14784115 1 CJ5A 8/9/18 11 11 1 T14784099 1 AH15 8/9/18 128 1 T1 47841161 EJ5A 8/9/18 112 11 I T14784100161 1 8/9/18 129 1 T147841171 EJ5B 1 8/9/18 13 H I T1 47841011 BGR1 8/9/18 130 1 T1 47841181 EJ5C 8/9/18 14 T14784102 BH7 8/9/18 131 IT14784119JEJ7 8/9/18 1511 T14784103 C 8/9/18 132 1 T14784120 EHA 8/9/18 16I 1 T14784104 1 C1 8/9/18 133 1 T14784121 EJ7B 8/9/18 171 1 T14784105 1 CGR 8/9/18 134 1 T14784122 1 HJ5 8/9/18 •' U ,T truss drawing(s) referenced above have been prepared by MiTek ,, Inc. under my direct supervision based on the parameters ,ided by Builders FirstSource - Plant City. ss Design Engineer's Name: Lee, Julius license renewal date for the state of Florida is February 28, 2019. PORTANT NOTE: The seal on these truss component designs is a certification the engineer named is licensed in the jurisdictions) identified and that the igns comply with ANSI/TPI 1. These designs are based upon parameters wn (e.g., loads, supports, dimensions, shapes and design codes), which were ?n to MiTek. Any project specific information included is for MiTek's customers reference purpose only, and was not taken into account in the preparation of se designs. MiTek has not independently verified the applicability of the design ameters or the designs for any particular building. Before use, the building designer uld verify applicability of design parameters and properly incorporate these designs the overall building design per ANSI/TPI 1, Chapter 2. �e LIUS ,e111 % Jv ...E N EF �, 348 9 • • -o ; L -' • 1 0 TE OF •;��� i �O N A� E Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 904 Fst Blvd. Tampa FL 33610 ate: � I � ugus 9 Lee, Julius f RE: 4,1832_Watersong_1491466 -COASTAL CONST - WATERSONG Site I'� formation: Cust mer Info: COASTAL CONSTRUCTION Project Name: Model: Lot/ 'lock: 46 Subdivision: WATERSONG Add;, ss: WATERSONG ' City:l'ST. LUCIE State: FL No�"J Seal# I Truss Name I Date 35 T14784123 HJ5A 8/9/18 3611 I T14784124 1 HJ7 18/9/18 371 T14784125 1 HRA 8/9/18 38'1 T14784126 I HJ7B 8/9/18 39 I T14784127 1 VT1 1 8/9/18 2of2 r 11 Job Truss Truss Type t r Qty Ply COASTAL CONST - WATERSONG I T14784089 4832_WATERSONG_ i 914-Al Roof Special 6 1 Job Reference (optional) • Builders FirstSource,ll Plant City, FL 33566 8.220 5 Ivluy 24 4u to lvll 1 tln 111UUSUIGS, ll w. lU Ug y ID:RU 19oi4tySPANFe5bXTKcLygagL-wG1 GH_Jfovhls92sorLBg3P459gxODMl5vfx14ypdiV 2-4-02 134-8-0 10.4•D 16-0-0 17-6-0 23-8-0 29.8-0 32-0.0 2-4-00--132-3-0 5-8-0 5-8-0 6-0.0 6-0-0 2-4-0 5x6 = 7.00 12 ^» — 15 14 11 lu ST1.5x8 STP = 4x4 11 ST1.5x8 STP = 7x8 = 2x4 II 12x14 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20:0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.28 12-13 >999 480 TCDL 1dA Lumber DOL 1.25 BC 0.84 Vert(CT) -0.60 12-13 >539 180 110 ' BCLL Q. Rep Stress Incr YES WB 0.67 Horz(CT) 0.09 10 n/a n/a BCDL 16.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.11 12-13 >999 240 LUMBER- 11 TOP CHORD 2x6 SP No.2 SOT CHORD 2x6 SP No.2 *Except* 3-14,6-11: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 15=1457/0-8-0, 10=1487/0-8-0 Scale =1:67.3 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 260 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 5-12, 10-12, 7-10 11 Max Harz 15— 607(LC 8) Max Uplift 15=-1008(LC 12), 10=-1027(LC 13) Max Grav 15=1478(LC 19), 10=1487(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHO I D 1-2=-332/133, 2-3=-2643/1232, 3-4=-3039/1519, 4-5=-2070/1275, 5-6=-2565/1627, 6-7=-2395/1416, 7-8=-479/198, 8-9=-318/0 BOT CHO D 1-15— 142/354, 3-13=-644/485, 12-13=-948/1885, 6-12=-504/449, 9-10— 2/251 WEBS 13-15=-470/693, 2-13= 1200/2242, 4-13=-4571730, 4-12=-1101/774, 5-12=-1118/1835, 10-12=-764/1652,7-12=-535/472,8-10=-845/751,2-15= 2101/1257,7-10=-2274/1618 NOTES- (7) 1) UnbaIy�,, ced roof live loads have been considered for this design. 2) Wind:IASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi 7�116.18; MW FRS (envelope) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 16-0-0, Exterior(2) 16-0-0 to 19-0-0, Interior(1) 19-0-glto 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL ,1.60 plate grip DOL=1.60 3) All pl�tes are MT20 plates unless otherwise indicated. 4rThis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �) ' Thi 11 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 fi between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Prov de mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) •15= 008,10=1027. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,,�II111111/I�! ' • 34869 • ♦ Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 ©tWARNING-Vedesign parameters and READ NOTES ON TN/S AND INCLUDED MTEK REFERANCE PAGE MIF7473rev.f0/a3r2015 BEFORE USE��Dgald forusenlywiMiTek®connectors. This des gn is based only upon parameters shownand isforan individual buildngcomponent notussBefouse, building desigrmustpplibility of design parameters and properly incorporate thsdeign into the ovrallbd ngdesign. Bracingindicated is topreent bucklingfIndividualweb and/orhordmmbersonly.Addt onaltemporaryand permanenT brac ngMiTek' ways requ red forstab.1, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricaflon storage, delivery, erection and bracing of busses and truss systems, seeANSI/FPII Qua11Ty Criteria, DSB�9. d SCSI Guiding Componanf 6904 Parke East Blvd. SafofYfnformaHorxrva�able from Truss Plate Inst tote, 21 B N. Lee Sheet SuHe 312, Alexand a VA 22314. Tampa, FL 33610 Job II l Truss Truss Type r , Qty Ply COASTAL CONST - WATERSONG T14784090 4832-WATERSONG-14II14 2 ATTIC 12 1 Job Reference (optional) ,..a...,,.:.,.. i..,. 7k A" ono-5�-o�onla aar,o1 Builders FirstSource, II Plant Gity, hL 33bss o.«� 6 �.�ay « �•�� ��. ""'". ,__, ..". ..._ ..-_ _ _--- .--- -- -- - -- - I D: RU 19oi4tySPAN Fe5bXTKcLygagL-OSbeVKJ HnCpcUJd3MYsQNHxGyZ7xli 1 RKZPUq WypdiU 6-3.2 11-10.4 16-0.0 20-1-12 25.8-14 32-0-0 6-3-2 5.7-2 4-1-12 4-1-12 5-7-2 6-3-2 5x6 = ST1.5x8 STP = WO = . 7x10 = ST1.5x8 STP = 6x8 = sx8 = Scale=1:65.9 11 LOADING (PSI) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 2010 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.39 12-13 >842 240 MT20 244/190 TCDL 1610 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.42 12-13 >788 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Attic -0.13 11-12 757 360 Weight: 241 lb FT = 20% LUMBER - 11 TOP CHORD 2.6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 11-12: 2x6 SP M 26 WEBS I 2x4 SP No.3 *Except* 6-11,4-12: 2x4 SP No.2, 4-6: 2x6 SP No.2 REACTIONS. (lb/size) 13=182210-8-0, 10=182210-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-10 JOINTS 1 Brace at Jt(s): 14 Max Harz 13=-607(LC 8) Max Uplift 13=-716(LC 12), 10= 716(LC 13) Max Grav 13=2035(LC 20), 10=2035(LC 21) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 1-2=-372/129, 2-3=-308/130, 3-4=-2965/921, 4-5=-857/431, 5-6=-857/431, I 6-7=-2965/921, 7-8= 307/130, 8-9=-372/131 BOT CHO D 1-13=-17/364, 12-13= 602/2124, 11-12=-241/2149, 10-11=-489/1982, 9-10= 17/364 WEBS 6-11--0/539, 7-11=-226/663, 4-12=0/539, 3-12= 222/660, 4-14=-2160/756, 6-14= 21601756, 5-14=-96/418, 3-13_ 2800/1159, 2-13— 588/481, 7-10=-2800/1159, 8-10— 588/481 NOTES- (10) 1, Unbal nced roof live loads have been considered for this design. 2) Wind:'ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi-ff0.18; MW FRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 16-0-0, Exterior(2) 16-0-0 to 19-", Interior(1) 19-0-U to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber • DOL 11.60 plate grip DOL=1.60 3•") 200.q'b AC unit load placed on the bottom chord, 16-0-0 from left end, supported at two points, 5-0-0 apart. 4) This cuss 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 4will #♦ between the bottom chord and any other members. 6) Ceilipg dead load (5.0 psf) on member(s). 4-14, 6-14; Wall dead load (9.Opsf) on member(s).6-11, 4-12 7) Bottm chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 11-12 8) Proyide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13- 16, 10=716. 9) Atti4 room checked for U360 deflection. 10) "T is manufactured product is designed as an individual building component. The suitability and use of this component for any p iticular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." %J111111111"11 .\: CNu C�F,,���i No 3.4869 s � &/O N AL E���♦ ,'o,/11111Is%0% Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 0 WARN/NG - Verity design parameters end READ NOTES ON THISAND INCLUDED MITEKREFERANCE PAGE M/F7473 rev. 10/03/2015 BEFORE USE D ign valid for use only with MiTek® connectors. fits design is based only upon pa'amete s shown, and is for an individual building component, not � a buss I.M. Before use, the building designer must verily fhe applicability of design parameters and properly incorporate this design into fhe overall build ng des gn. Bracing indicated Is to prevent buck) ng of Ind vidual buss we and/or chord members only. Add ttonal Temporary and permanent bracing iv�iTek' is Always requked for stability and to prevent collapse w th poss ble personal injury and property damage. For general guidance regarding fhe fabr cation, storage, dt.. erecfion and bracing of trusses and buss systems, seeANS 11 CualdyCrlfodo, DSB�9 and BCSI Raiding Compononf 6904 Parke East BNd. SiifofylnfomlaHonavailablefmm Truss Plate Inst fate, 218 N. Lee Street Suite 312, Alexandria VA 22314. Tampa, FL 33610' II Job Truss Truss Type r r Oty Ply COASTAL CONST - WATERSONG I T14784091 4832_WATERSONG_1 I914 A3 Hip 1 1 Job Reference (optional) I Ylanr filly, t-L JJ000 ' ...-,-- - ....-I ..... _..... ID:RU19oi4tySPANFe5bXTKcLygagL-LrjOwOLXJg3KjdmRUzuuSilXHMoaDblkosubvPypdiS 7-6-13 15.0.0 17-0-0 24-5-3 32-0-0 7-6-13 7-5-3 2-0-0 7-5-3 7-6-13 • Scale = 1:59.3 6x8 = 7x8 = d 7.00 12 4 5 15 16 7x8 7x8 3 6 0 rn 2x4 II 17 2x4 II 14 7 2 8 0 1 0 I� 0 U4 = 12 18 11 19 10 '9' 3x4 = o 13 ST1.5x8 STP = 3x4 = 4x6 = 4x8 = ST1.5x8 STP = 7x8 = 7x8 = 2-0-0 11-5-5 20-6-11 30-0-0 32-00 2-0-0 9-5-5 9-1-5 9-5-5 2-0% Plate Offsets X, - 3:0-4-0 0-4-8 5:0-4-0,0-3-3 6:0-4-0,0-4-8 9:0-3-8 0-4-12 , 13:0-3-8,0-4-12 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 206 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.09 10-12 >999 480 MT20 244/190 TCDL 1616 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.15 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.04 9 n/a n/a BCDL 101b Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.0710-12 >999 240 Weight: 242lb FT=20% LUMBER CHORDII 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-7 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. WEBS �� 2x4 SP No.3 WEBS 1 Row at midpt 4-10, 3-13, 6-9 FORCES. TOP CHC BOT CHC WEBS (lb/size) 13=1472/0-8-0, 9=1472/0-8-0 Max Horz 13=-570(LC 8) Max Uplift 13=-1005(LC 12), 9= 1005(LC 13) Max Grav 13=1475(LC 19). 9=1472(LC 1) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 1-2= 319/15, 2-3=-376/179, 3-4=-2358/1537, 4-5=-1939/1447, 5-6=-2345/1528, 6-7= 379/177, 7-8=-322/12 1-13=0/301, 12-13=-977/1721, 10-12=-507/1151, 9-10= 964/1719, 8-9=0/303 3-12=-621/523, 4-12=-352/67714-10=-426/437, 5-10= 363/648, 6-10= 618/524, 3-13=-2225/1621, 2-13=-650/587, 6-9=-2221/1625, 7-9=-654/590 NOTES- 1) Unbala r;ed roof live loads have been considered for this design. 2) Wind: �� SCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi= .18; MW FRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-0-0, Exterior(2) 15-0-0 to 21-2-15, Interio (1) 21-2-15 to 32-0-0 zone; cantilever leftand right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumb r DOL=1.60 plate grip DOL=1.60 3) Provi a adequate drainage to prevent water ponding. 4) This I ILss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` Thi �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 fif (between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1005, 9=1005. 7} "Thi manufactured product is designed as an individual building component. The suitability and use of this component for any part ular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ♦,♦,��IIIIIIII/'t'rIf ♦♦o S . ....... Jus `C` f �� ••�G E N'S �i� 41 34869 r r , 0 %[/ Z. i Julius Lee PE No.34869, MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 A�WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Ml1-7473 rev. 1010312015 BEFORE USE D sign valid for use only with MTeI ®connectors. ih's des gn B based only upon paramete s shown, and is for an ind vidual building component, not on a fiuss system. Before use, the building designer must vet fy the applicability of design parameters and properly incorporate this design into the overall b pd ng design. Bracing Indicated is To prevent buckling of ind vidual Truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 6 Always required for staby and to collapse with possible personal Injury and property damage. For general guidance regard ng The fatiricafion, storage, delivery, erection and bracing of busses and truss systems, seeANSV1p11 GualdyCrNeda, DSB6� and BCSI BuPdbg Componanf Tamp Parke East Blvd. Suf�fvinformallonavoilable from Truss Plate Institute, 218 N. Lee Sheet, Su to 312, Alexond is VA 22314. Tampa, FL 33610' Job Truss Truss Type t r Qty Ply COASTAL CONST - WATERSONG I T14784092 4832_WATERSONG_14j14 A4 HIP 1 1 Job Reference (optional) KAn., nA nn1 O dAiTelr Inane}rise Inc Thu Alin O 06:51.29 2018 Pane 1 Builders Flrsibource, Ram City, M 33566 "•�"� Q '•'"7 �T "' ^"' "" "•"""". I """ """'-� - --'- "-' --'- -�' ID:RU19oi4tySPANFe5bXTKcLygagL-LrjOwOLXJg3KjdmRUzuuSil UaModDcikosubvPypdiS _.' 11.0-0 21-0.0 26-5-3 32-0-0 - i Scale=1:54.0 6x8 = 7x8 = 3 14 15 4 7.00 F12 i 13 16 0 6X8 it 17 6x8 Q m 112 5 2 6 1 0 0 I� o 3x8 =1� 10 18 9 o 3x8 8 7` = ST1. x8 STP= 4x4 = 4x6 = 4x8 = ST1.5x8 STP = l 110 II 3X10 II i 2-0 0 11-0-0 21-0-0 30-0-0 32-0-0 9-0-0 10-0-0 9-0-0 2-0-0 Plate Offsets X, -- 1:0-8-8,0-1-2 , 2:0-4-0,0-3-12 , 3:0-5-4 0-3-8 , 4:0-4-0,0-3-3 , 5:0-4-0 0-3-12 LOADING (psI SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP • TCLL 200 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.06 8-10 >999 480 MT20 244/190 TCDL 1616 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.14 8-10 >999 180 BCLL 1 0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.02 7 n/a n/a BCDL 19A Code FBC2017/fP12014 Matrix-SH Wind(LL) 0.06 8-10 >999 240 Weight: 222lb FT=20% LUMBER- TOP CHOR 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins. BOT CHOR , 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-5 oc bracing. WEBS 11 2x4 SP No.3 WEBS 1 Row at midpt 2-10, 3-8, 5-8 REACTIONS. (lb/size) 11=1472/0-8-0, 7=1472/0-8-0 IMax Horz 11=-420(LC 10) Max Uplift 11=-948(LC 12), 7=-948(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 1-2=-424/188, 2-3=-1943/1524, 3-4=-1837/1559, 4-5=-1942/1522, 5-6=-425/197 BOT CHO D 1 -11 =-255/518, 10-11=-552/776, 8-10=-882/1195, 7-8=-264/519, 6-7=-264/519 WEBS 2-10=812/964, 3-10=0/254, 3-8=-286/287, 4-8=-16/288, 5-8= 809/950, 2-11 =-2017/1770, 5-7=-2016/1768 NOTES- I (7 1) Unbal Zd) roof live loads have been considered for this design. 2) Wind: SCE 7 10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi= .18; MW FRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, Interio (1) 15-2-15 to 21-0-0, Exterior(2) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 32-0-0 zone; cantilever left and right exposed ;C-C for me I bers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 32 Provide adequate drainage to prevent water ponding. 4) This t',6ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • Thiq'Itruss 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 fi! between the bottom chord and any other members, with BCDL = 10.Opsf. 6, jProvrde mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11= 8,7=948. 7) "Thi manufactured product is designed as an individual building component. The suitability and use of this component for any parti I ular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �� •• GEMS;. :� �'� �•• Ili 34869 a �. ••��� 00 # ��0�� • Z G R 1 G P• �N i /O N A� E %��� Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 AIIWARN/NG - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MM7473 rev. 10103/2015 BEFORE USE. DHsign valid for use only w th MTek®connectors.lh s des gn Is based only upon parameters shown, and'a for an ind vidual building component, noT� a frtrss system. Before use, the bulding designer must ver fy the applicability of design parameters and properly incorporate this design into the overall bold ng design. Drooing Indicated is to prevent buckling of Individual buss web and/or chord members only. Add tional temporary and permanent bracing MiTek' I always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fpbricat o' ,storage, delivery, erection and bracing of trusses and hu. systems, seeANSUfPII GualByCrHotia, DSH�9 and BCSI Buiding Componanl 6904 Parke East Blvd. SafafyN/olmafblravaiI.ble from Truss Plate Institute, 218 N. Lee Sheet Sulie 312, Alexandria, VA 22314. Tempa, FL 33610 Job 11 Truss Truss Iype r Fly rry a M.,n�v-11 � --I—,� 1 .T14784093 4832_WATERSONG_14 j 14 65 Roof Special 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 9 08:51:30 2018 Page 1 ID:RU 19oi4tySPANFe5bXTKcLygagL-p1 Hn7MM937BBLnLel gP7_vZiym8SyyFu0Wd9RrypdiR 4-6 3 9-0-0 17-0-0 20-0-0 25-11-3 32-0-0 4-6 13 4-5-3 8-0-0 3 0-0 5-11-3 6-0-13 Scale = 1:55.0 5x6 = 5 1 &B = 3 6x6 = 17 7.00 12 16 4x6 L;?! 15 6 0 6x8 i 2x4 II o6 18 6 14 7 8 1 LI 0 To 1 0 I6 3x4 = I '13 12 11 19 20 10 9 3x4 = S 1.5x8 STP —_ 4x8 = 4x6 = 4xB — ST1.5x8 STP = 3x10 II 7x8 2-0-0 11-5-5 20-0-0 30-0-0 32-0-0 2-0-0 9-5-5 8-6-11 10-0-0 2-0-0 ate Offsets myi-- r1:0-2-8,0-1-21, f9:0-3-8,0-4-121 LOADING (psf)I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.4 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.06 10-12 >999 480 MT20 244/190 TCDL 16.01 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.13 10-12 >999 180 BCLL 0.Q Rep Stress Incr YES WB 0.99 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 fl Code FBC2017ITP12014 Matrix-SH Wind(ILL) 0.09 10-12 >999 240 Weight: 230lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. WEBS 2x4 SP No 3 WEBS 1 Row at midpt 2-12 REACTIONS (lb/size) 13=147210-8-0, 9=1472/0-8-0 Max Horz 13=456(LC 9) Max Uplift 13=-1094(LC 12), 9=-965(LC 13) FORCES. ) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHOR I 1-2=-254/68, 2-3=-2066/1583, 3-4=-2046/1556, 4-5_ 2112/1576, 5-6=-2076/1476, 7-8=-377/43 BOT CHOR , 1-13=-78/266, 12-13=-479/661, 10-12=-1296/1855, 9-10=-880/1452, 8-9= 51/365 WEBS I 2-12=-1107/1127, 3-12=-88/356, 4-12=-467/413, 4-10= 1296/1219, 5-10=-1074/1434, 6-10= 265/321, 2-13=-1922/1701, 6-9= 2115/1696, 7-9=-478/476 NOTES- I;i(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi=0�y18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 12-0-0, Interior(1) 12-0-0 tp 20-0-0, Exterior(2) 20-0-0 to 23-0-0, Interior(1) 23-0-0 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and for es & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provid ladequate drainage to prevent water ponding. 4) This ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This (cuss 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, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1034, 9=965. 7) "This Manufactured product is designed as an individual building component. The suitability and use of this component for any .particiaiar building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,,,111111111rI��I •DENS N 34869 p N •... ..• \G�� ����AL �'rrrnn1111� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: August 9,2018 ® ARN/NG - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1010&2015 BEFORE USE 1 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component nott• I a Muss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is a+ways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fob icatiom storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII CualdyCrBerk; DSB-09 and BCSI Building Component 6904 Parke East Blvd. SoMylnformationavoilable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 ri Job Truss Truss Type , 1 Qty Ply COASTAL CONST - WATERSONG I T14784094 4832_WATERSONG_14 I14 AGR1 Roof Special Girder 1 Le� Job Reference (optional) ­. n..,. n no•c1•0o onto Dons 1 t3umers Mrsujource, jj ream uny, M,50000 '-•----'•'--'--'-'•"'-'-"'-""'-- -- ------ - - ID:RU19oi4tyS PAN Fe5bXTKcLygagL-IQOXY2NQblRva4VO95Sb4Kf5hal1 Q?wBUg6FVkypdiP 2-4-0 7-0-0 15-0-0 20.0-0 1 25-11-3 1 32-0-0 8-0-0 5x6 = Scale = 1:55.0 Special 7x8 = 6x8 = 3 NAILED 7.0 12 4x6 6 � 14 2x4 11 2x4 II o 7 n, 0 II 8 6 0 3x4 — II 13 15 16 17 12 11 10 o '9' 3x4 = ST1.5x8 STP —_ THJA26 NAILED 3x4 = 4x6 = 3x10 — ST1.5x8 STP = 6x8 = HTU26 I 6x8 = 2-0-0 2,40 11-5-5 20.0-0 30-0-0 32-0-0 2-0-p 0-4-0 9-1-5 8-6-11 10-0-0 2-0-0 Plate Offsets (X,Y) [1.0 2 8 0-1-2] [3.0-4-0 0-3-3] [9:0-3-8 0-4-0] [13.0-3-8 0-4-41 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP " TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.27 12-13 >999 240 MT20 244/190 TCDL 16.¢ Lumber DOL 1.25 BC 0.73 Vert(CT) 0.24 12-13 >999 180 BCLL 0. Rep Stress Incr NO WB 0.41 Horz(CT) -0.04 9 n/a n/a BCDL to., 1 Code FBC20171rP12014 Matrix-SH Weight: 448 lb FT = 20% LUMBER- BRACING - TOP CHORDI 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. •BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. WEBS 12x4 SP No.3 REACTIONS. (lb/size) 13=2409/0-8-0, 9=1817/0-8-0 Harz 13=456(LC 5) IMax Max Uplift 13=-2674(LC 8), 9=-1482(LC 9) FORCES. lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHOR 1-2=-5261798, 2-3=-574/961, 3-4— 3323/3628, 4-5=-1897/1749, 5-6=-1922/1777 BOT CHOR , 1-13=-614/427, 12-13=-2462/2091, 10-12=-3267/3281, 9-10=-1119/1401 WEBS 3-13=-2241/2226, 3-12— 1409/1690, 4-12=-1098/268, 4-10=-2236/2647, 5-10= 1419/1414, 6-10=-454/291, 6-9=-1827/1556, 7-9=-259/332, 2-13=-558/355 NOTES- (14) 1) 2-ply tru s to be connected together with 10d (0.131 "x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom 6ordS connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs c Ply , ♦ , ,0�1111111/1�� U 2) All loaare considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. to ,� �OUUS' ply con ections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) UnbaI � ced roof live loads have been considered for this design. 4) Wind: SCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi= .18; MWFRS (envelope); cantilever left and right exposed ;Lumber DOL=1.60 plate grip DOL=1.60 JUT 34869 • •: 57 Provide adequate drainage to prevent water ponding. 7k ; 6) This ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' 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 fitliletween the bottom chord and any other members. B} Provi a mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=2 74, 9=1482.'•;C Hand Hip) 7-0-6 from the left end to connect truss(es) to 40 .4 0 R Q Q;•�\='�,� 9) Use impson Strong -Tie THJA26 (THJA26 on 2 ply, Left or equivalent at front bottom S ace of chord. ,lSimpson HTU26 Girder, 14-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 9-11-4 from the left end to 10) Us' Strong -Tie (20-10d co nect truss(es) to front face of bottom chord. 11) Fill;all nail holes where hanger is in contact with lumber. Julius Lee PE No.34869 12) "N ILED' indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. MITek USA, Inc. FL Cart 6634 13) H(rger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 176 lb down and 551 lb up at device(s) is the of others. 6904 Parke East Blvd. Tampa FL 33610 7- -0 on top chord. The design/selection of such connection responsibility Date: 14) "Tjiis manufactured product is designed as an individual building component. The suitability and use of this component for any p rticular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." August 9,2018 L�WiiRNIJVG�'VenTy aes�n �ramerers and READ NOTES ON TN/S AND INCLUDED MREKREFERANCE PAGE MIF7473 rev. fo/03/20f5 BEFORE USE' Design valid for use only with MTek®connectors. This desgn is based only upon parameters shown, and s for an nd vidual building component not a tr ss system. Before use, the building des finer must ver fy the applicability of design parameters and properly incorporate ih's des fin into the overall buld ng design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional Temporary and permanent bracing MiTek' Is o(ways required f0rstablliiyand to prevent collapse w th possible personal injury and property damage. For general gufdonce regarding the fa15'dcatton, storage, del very, erection and bracing of trusses and truss systems, seeANSI/1P11 AualdyCfiterfa DSB 89 and BCSI BUPding Componanf 6904 Parke East Blvd. Saf�fv Infomratfonavailable from Truss plate Institute, 21 B N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , city Ply COASTAL CONST - WATERSONG I T14784094 4832_WATERSONG_14,914 �j AGR1 Roof Special Girder 1 2 Job Reference (optional) Builders FirstSource, LOAD CASE(S) Ste 1) Dead + Roof Live Uniform Loads (pl Vert: 1-3= Concentrated Loa Vert: 3= £ Plant City, FL 33566 Lumber Increase=1.25, Plate Increase=1.25 ?, 3-4=-72, 4-5=-72, 5-8=-72, 1-8=-20 (Ib) 14=-57(F) 15= 1(F) 16=-30(F) 17= 1114(F) d.'L'Lu s May 24 zui tl MI I ek Inausine5, Inc. I nu muy a ao.a r.ac cc ro raye c ID:RU19oi4tySPANFe5bXTKcLygagL-IQOXY2NQblRva4V095Sb4Kf5hal1 Q7wBUg6FVkypdiP Q WPRN' Van design parameters and READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE MtF7473 rev. 10/03/2015 BEFORE USB Design valid for use only with MTek® connectors. This desgn is based only upon parameters shown and's for an ind vidual building component, not a buss system. Before use, the building designer mustver fy the applicability of design parameters and properly inco porate this design nto the overall buRd ng des gn. Bracing indicated (s to prevent buckl ng of individual truss web andJor chord members only. Addit onal temporary and peTnanenT bracing MiTek' 's a+ways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcatlon, storage, del very, erecfion and brac ng of fiusses and truss systems, seeANSUlPIt CualdyCrifar(o, DSB�9 and BCSI BUYding Componwnf 6904 Parke East BNd. SarifvMfamallolnv.liable from Truss plate Insfitut% 21 B N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , Qty Ply COASTAL CONST - WATERSONG I T14784095 4832_WATERSONG_14I 14 AH7 Hip Girder 1 2 Job Reference (optional) nuuoers rlrst5ource, it mane city, r-L;la000 4-8-0 v,aY w , v ,.,, , o, ID:RU19oi4tySPANFe5bXTKcLygagL-60CQbIRYQH4Bgs0_yf1 mnOMt_bYh5Gkwd6gOBxypdiK 25-0.0 29-8-0 32-0-0 9-0-0 9 N 2 4-0 Scale = 1:53.7 I Special NAILED NAILED NAILED Special 7x8 = NAILED NAILED NAILED 6x8 = NAILED NAILED 5x6 = Spepe al 3 14 15 16 17 4 18 19 20 5 6 7.00 1 i I 2x4 11 2x4 11 0 2 7 r � I v 1 II 8 o o I� •3x4 = '13 21 22 12 23 24 25 11 3x4 26 27 10 28 29 30 9' 3x4 = THJA26 NAILED 3x4 =NAILED NAILED 3x4 = NAILED THJA26 ST1.5x8 STP = ST1.5x8 STP = ST1.5x8 STP = NAILED 4x6 = NAILED 6x8 = NAILED NAILED 2-0-0 2g470 11-5-5 16-6-0 20-6-11 29 8-0 3¢q-0 32-0 0 , 2�0-0 0 4-0 9-1-5 5-0-11 40-11 9-1-5 0 4-0 2-0-0 Plate Offsets (XfY)-- [1.0-2-8 0-1-2] [3.0-4-0 0-3-3] [6.0-4-0 0-3-3] [9.0-3-8 0-4-8] [13:0-3.8 0-4-81 LOADING (psf)I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.19 12-13 >867 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.18 12-13 >910 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(CT) -0.05 9 n/a n/a BCDL 1010 Code FBC2017/TPI2014 Matrix-SH Weight: 422 lb FT = 20% I LUMBER- BRACING - TOP CHORD11 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD' 2x6 SP No.2 BOT CHORD Rigid ceiling directly appried or 6-9-6 oc bracing. WEBS 12x4 SP No.3 REACTIONS. (lb/size) 11=342/0-8-0, 13=1595/0-8-0, 9=1595/0-8-0 Max Harz 13=270(LC 5) Max Uplift 11=-681(LC 5), 13— 2707(LC 8), 9=-2707(LC 9) FORCES. lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHOR(, 1-2=-262/586, 2-3=-277/777, 3-4=-1783/3911, 4-6=-1783/3928, 6-7= 277/773, 1, 7-8=-262/581 BOT CHO D 1-13=-456/207, 12-13=-2742/1256, 11-12=-4825/2312, 10-11=-4825/2312, 9-10=-2593/1255, 8-9=-454/206 WEBS 2 13=-512/400, 3-13=-1503/2913, 3-12=-17291737, 4-12=-726/1328, 4-10=-726/1325, 6-10=-1722/737, 6-9= 1503/2905, 7-9= 513/400 NOTES- (14) 1) 2-ply ss to be connected together with 10d (0.131 "x3") nails as follows: 4t,1111111111, Top chgrds connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. ♦♦�♦ �1US C Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. ♦♦♦ �� Webs �onnected as follows: 2x4 - 1 row at 0-9-0 oc. ♦♦ •• G E N • 4P 2) All loa s are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to '� SCC`�•• ��� ply co sections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. i 3) Unbal" ilced roof live loads have been considered for this design. .• 34869 4) Wind:'ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf, h=35ft; Cat. 11; Exp D; Encl., * ; •; ' GCpi ="D.18; MW FRS (envelope); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7},` Thi (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 0 0 •, •' will fi between the bottom chord and any other members. T• Q�.: _ �% 8) Prov de mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ��j ; 0 R `�.•`Gi\,♦� 11= 81, 13=2707, 9=2707: ��j� • • • • • • • •�\ ♦♦ 9) Use Impson Strong -Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 7-0-6 from the left end to connect truss(es) to �j�,I� N A; ',,�♦♦ fron face of bottom chord. 10) Us,iSimpson Strong -Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 24-11-10 from the left end to connect Julius Lee PE No.34869 tru1, (es) to front face of bottom chord. MITek USA, Inc. FL Cert 6634 11) Fililall nail holes where hanger is in contact with lumber. 6904 Parke East Blvd. Tampa FL 33610 12) "MAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. Date: 13) H4Inger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb down and 551 lb up at August 9,2018 710-0, and 127 lb down and 551 lb up at 25-0-0 on top chord. The design/selection of such connection device(s) is the A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIA7473 rev. 1010312015 BEFORE USE � De�lgn valid for use only with MTek®connectors. This design is based only upon parameters shown and is for an individual building component, not I a t ss system. Before use, the building designer mustverify the applicability of design parameters and properly incorporate th's design Into the overall bu ld ng des gn. Bracing indicated Is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with poss ble personal Injury and property damage. For general guidance regard ng the fabricat on storage, del very, erection and bracing of trusses and truss systems, seeANSI/TPII CualdyCriloda, DSB 89 and SCSI Raiding Composes/ 6904 Parke East Blvd. SgfelylnfolmoNonavalable from Truss Plate Institute, 218 N. Lee Sheet SuHe 312, Alexandria VA 22314. Tempe, FL 33610 II � Job Truss Truss Type Qty Ply COASTAL CONST - WATERSONG I T14784095 4832_WATERSONG_14 14 AH7 Hip Girder 1 ____ 2 ........ Job Reference (optional) ....... ...r__�__. :__ ,__ Tom.. n.._ Builders FirstSource, I Plant City, FL 33566 8.220 b May cy cu to - i en uiuuau iea, u,C. U .,Ug � — — . -n= I D:R U 19oi4tyS PANFeSbXTKcLygagL-6;CQbIRYQH4BgsO_yf 1 mnOMt_bYh5Gkwd6gOBxypdiK 14) 'This manufactur d product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building desi er per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) St �Eard 1) Dead + Roof Live�(balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pT1 Vert: 1-3 72, 3-6=-72, 6-8=-72, 1-8=-20 Concentrated L.;. (Ib) Vert: 3=-i80(F) 5= 42(F) 6= 80(F) 14=-42(F) 15=-42(F) 16=-42(F) 17=-42(F) 18= 42(F) 19=42(F) 20=42(F) 21=-1(F) 22=-12(F) 23=-12(F) 24=-12(F) 25=-12(F) 26=-12(Q 27= 12(F) 28=-12(F) 29=-12(F) 30=-l(F) WARNING - Ver!/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. id/03/2015 BEFORE USE. AI1 Design for use only with Me Co nnectors. This design is based only upon parameters shown and is for an Individual building component, not valid a buss system. Before use, the build'mC designer must verify the appllcability of design parameters and properly Incorporate this design Into the overall truss Additional temporary and permanent brac ng MiTek' brilding design. Brac(ng Indicated Is to prevent buckling of Individual web and/or chord members only. , .1_ays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I fabrication storage, delivery, erection and bracing of trusses and truss systems, MANSU1P11 CualdyCrHeda DSB-09 and BCSI Bu/dhg Componanf Sc/efYln/ormatbnavailable from Truss Plate Institute, 21 T N. Lee Sheet Suite 312, Alexandria, VA 22314. Tamp Parke East Blvd. Tampa, FL 33610 I Job Truss Truss Type Qty Ply COASTAL CONST - WATERSONG I T14784096 4832_WATERSONG_14I14 AH9 Hip 1 1 Job Reference (optional) no nnio crone 1 Builders FirstSource, Plant City, FL 33566 8.220 S IVIAy 24 40 to IVII I remlu LiSL IGS, II IC. I nu Ug o v ,. a v v II I D:R U 19oi4tySPAN Fe5bXTKcLygagL-aaloo5SA6bC21?yAVMY?Jbu79_tOgjb3smZajOypdiJ 2 4 0 9-0-0 16-0.0 23-0-0 29-8-0 32-0.0 2 0� 6-8-0 7-0-0 7-0-0 6.8-0 2 4 0 Scale = 1:53.7 7x8 = 6x8 = 7x8 = 3 15 4 16 5 7.012 17 14 0 ' 3x6 II 18 3x6 II 3 6 2 j 7 I o �0( «i I 3x4 = 'I' 11 19 10 20 9 8' 3.4 = o 12 ST1.5z8 STP = 3x4 = ST1.5x8 STP = 3x4 = ST1.5x8 STP = x8 = 4x6 = 7x8 = 2-0-0 2,4,0 11-5-5 16-6-0 20-6-11 29-8-0 39-9-032-0-0 , LOADING (ps I TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 1016 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.51 BC 0.41 WB 0.39 Matrix-SH DEFL. in (loc) Udefl L/d Vert(LL) -0.04 8-9 >999 480 Vert(CT) -0.11 8-9 >999, 180 Horz(CT) 0.03 8 n/a n/a Wind(LL) 0.06 11-12 >999 240 PLATES GRIP MT20 244/190 Weight:221 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-4 oc purlins. BOT CHORD; 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-8 oc bracing. WEBS I 2x4 SP No.3 WEBS 1 Row at micipt 3-12, 5-8 REACTIONS. (lb/size) 10=212/0-8-0, 12=1366/0-8-0, 8=1366/0-8-0 Max Harz 12=-345(LC 8) Max Uplift 10=-110(LC 9), 12= 878(LC 12), 8=-882(LC 13) Max Grav 10=256(LC 2), 12=1366(LC 1), 8=1366(LC 1) FORCES. Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHO D 1-2=-264[77, 2-3=-789/470, 3-4=-1646/1486, 4-5=-1646/1487, 5-6=-789/469, 6-7=-264/75 BOT CHORD 1-12=-80/273, 11-12=-839/1008, 10-11=-1257/1399, 9-10=-1257/1399, 8-9=-804/1008, 7-8=-79/273 WEBS I 2-12= 1099/948, 3-12=-1029/1134, 3-11= 321/408, 4-11=-419/549, 4-9=-419/549, 5-9= 311/408, 5-8=-1029/1133, 6-8= 1099/948 NOTES- I (7) 1) Unbal ced roof live loads have been considered for this design. 2) Wind: 1SCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., . GCpi= ,.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-1 to 23-0-0, Exterior(2) 23-0-0 to 27-2-15, Interior(1) 27-2-15 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provi a adequate drainage to prevent water ponding. 47 This ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' Thj 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 fi �etween the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provi a mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 010=1; 0, 12=878, 8=882. 7) "Thi manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 34869 Z. 00 I • • • •••• Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke fast Blvd. Tampa FL 33610 Date: August 9,2018 © �Y,ARN/NG - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111/I.7473 rev. 10/03/2015 BEFORE USE � Design valid for use only with MTek®connectors. This design Is based only upon parameters shown, and is for an individual building component, not a tiiiss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate th s design into the overall ' build ng des gn. Bracing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek• a Iways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regard ng the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSNIPif O.wItyCrdoDSB49 and BCSI BuYding Componanf Tamp Parke 3361East Blvd. SatyfnformaBonavailable from Truss Plate Institute, 21 B N. Lee Street, Suite 312, Alexandria VA 22314. Tempe, FL 33610 I'I I PI Job Truss Truss Type Qty Ply COASTAL CONST - WATERSONG T14784097 4832_WATERSONG_1414 II AH11 Hip 1 1 Job Reference (optional) 0 oon s nno.� 24 201 a k41Tck IndL1ctriac Inc Thu Aun 9 OB:51.32 2018 Pace 1 hSUllderS t-IfSI50U1ce, I Rant Gny, r-L ,5=0o ......., _ . __ . _ ..... _.. ...---...__....-- . --- ID:RU 19oi4tySPANFe5bXTKcLygagL-IQOXY2NQblRva4VO95Sb4Kfl6asHQzsBUg6FVkypdiP 5-6-1 11-0-0 21-0-0 29-8-0 I 32-0-0 5-6-13 5-5-3 10-0-0 8-8-0 2-4-u Scale=1:63.7 7x8 = 7x8 = 3 14 15 4 7.00 12 2x4 13 16 2 0 17 7x8 1i2 5 6 0 I I I� o 0 4x4 = 20 21 8 '7` 4x4 = 6x8 = 11 18 19 10 9 4x4 = ST1.5x8 STP= 7x8 = 3x10 II 2-0-0 16-0-11 1 -6 0 22-10-5 29-8-0 3 -0 32 0 0 2-0-0 14-0-11 15-5 6-0-5 6-9-11 0-4-0 2-0 0 Plate Offsets XIY -- 1:0-2-8,0-0-10 , 3:0-4-0,0-3-3 , 4:0-4-12,0-3-8 , 10:0-4-0,0-4-8 11:0-4-0,0-4-4 LOADING (ps SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.9 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.01 10-11 >999 480 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.03 7-8 >999 180 BCLL 0 0 ' Rep stress Incr YES WB 0.54 Horz(CT) -0.01 9 n/a n/a BCDL lob I Code FBC2017lrPI2014 Matrix-SH Wind(LL) 0.01 7-8 >999 240 Weight: 219 lb FT = 20% LUMBER- BRACING - TOP CHORR 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS I 2x4 SP No.3 WEBS 1 Row at midpt 3-11, 3-10, 4-10 REACTION . All bearings 14-6-0 except (jt=length) 7=0-8-0, 9=0-3-8. (Ib�l - Max Horz 11=-421(LC 10) Max Uplift All uplift 100 lb or less at joints) 9 except 11=-1021(LC 12), 10=-477(LC 8), 7=-568(LC 13) Max Grav All reactions 250 lb or less at joints) except 11=1484(LC 19), 10=606(LC 24), 7=772(LC 24), 9=327(LC 3) FORCES. ! (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 1-2=-428/722, 2-3=-626/1131, 3-4=-141/478, 4-5=-455/369, 5-6— 298/169 BOT CHO D 1 -11 =-702/528, 10-11=-1064l756, 7-8=-237/404, 6-7=-237/404 WEBS 2-11=-955/694, 3-11=-1380/1105, 3-10=-111/260, 4-10= 1251/1049, 4-8=-46/270, 5-8=-568/392, 5-7=-1053/1016 NOTES- (7) 1) Unbal 11ced roof live loads have been considered for this design. 2) Wind: I SCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. Il; Exp D; Encl., 11-0-0, Exterior(2) 11-0-0 to 15-2-15, �iV.S+ E� �j� GCpil.18; MW FRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to ,� �3• • • . Interi4j(1) 15-2-15 to 21-0-0, Exterior(2) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 32-0-0 zone; cantilever left and right exposed ;C-C DOL=1.60 ,�� • .• ♦♦ �G,E N S'�•••••40 for ml nbers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip �� 3) Provi a adequate drainage to prevent water ponding. muss live load other live loads. 34869 •; 4) This has been designed for a 10.0 psf bottom chord nonconcurrent with any Thi 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 fi 1between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Prov tle mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except Qt=lb) -� 11= 021, 10=477, 7=568. The of this component for any •. • /(/ •.• • 7j•"This manufactured product is designed as an individual building component. suitability and use ♦♦ pa 'cular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ♦♦,.nO R , N_;�� i��ON A' 1 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 A;�WARN/NG -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE.�� Des for Mftek®connectors. Th(s des design is based only upon parameters shown and is for an Ind vidual building component, not I gn valid use only with a truss system. Before use, the build'mg designer must ver fy the applicability of design parameters and properly incorporate th s design Into the overall Id ng design. Bracing indicated fs to prevent buckling of indivldual truss we and/or chord members only. Additional temporary and permanent bracing M iTek' required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding fhe fpbdcafion storage, del very, erect on and bracing of trusses and truss systems, seeANSI/fPlt GualdyCrBodo DSB�9 and BCSI BuPdrng Compononf 6904 Parke East Blvd. Safofyfnlolmaf/onava, bl. from Truss Plate 1n fitute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. M. Tempe, FL 33610 Job Truss Truss Type r Qty Ply COASTAL CONST - WATERSONG II T14784098 4832_WATERSONG_14 I4 AH13 Hip 2 1 Job Reference (optional) anon KA oA 0018 MITelr Industries Inc This Ann a 08:51.3d 201A PaaA 1 BuliaerS rirsR70urce, riant �,ay, rL JJ000 .,.«., ., ..�-1 �� .-.. �., ......,.. ...�__...__I ..._. ..._ .._ _ __._ .._ . __ . _ _.- _ I D:RU 1 goi4tySPANFe5bXTKcLygagL-hpWHzkPg7MhcpOfPGW U39lkSgNRIuuMTx8bMacypdiN 2-4-0 7 8-0 13-0-0 19-0-0 24 4-0 29-8-0 32-0-0 2-4-0 5-4-0 5 4-0 6-0-0 5 4 0 5-4-0 2 4 0 Scale=1:54.0 6x8 = 6x8 = 4 14 15 5 7.00 F12 4x6 i 13 16 4x6 3 6 o 2x4 II' m 17 2x4 II • 12 7 2' 8 1 0 0 o j 3x4 = 10 0 r 3x4 9= 11 ST1 US STP7x8 = = ST1.5x8 STP = 7x8 = 7x8 = 2-0-0 4 0 16-0-0 29-8-0 3 -032-0 0 2 0 0 4 0 13-8-0 13-8-0 0 4-0 2-0-0 Plate Offsets (XIIY)-- [1.0-2-8 0-1-21 [9:0-3-8 0-4-12] [10.0-4-0 0-4-8] [11.0-3-8 0-4-121 LOADING (ps� SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.13 10-11 >999 480 MT20 244/190 TCDL 16 b Lumber DOL 1.25 BC 0.71 Vert(CT) -0.28 10-11 >999 180 BCLL 06' Rep Stress Incr YES WB 0.47 Horz(CT) 0.03 9 n/a n/a BCDL 10 D Code FBC2017ITP12014 Matrix-SH Wind(LL) 0.05 10 >999 240 Weight: 233 lb FT = 20% LUMBER- BRACING - 12x6 TOP CHOR SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins. BOT CHOR 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-8 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-11, 3-10, 6-10, 6-9 REACTION (lb/size) 11=1472/0-8-0, 9=1472/0-8-0 Max Horz 11=-495(LC 10) Max Uplift 11=-980(LC 12), 9= 980(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 1-2=-366/0, 2-3=-553/217, 3-4=-1906/1464, 4-5=-1906/1462, 5-6=-1906/1464, 6-7=-553/217, 7-8=-366/0 BOT CHO D 1-11=0/291, 10-11=-980/1495, 9-10= 966/1495, 8-9=0/291 WEBS 2-11=-754/717, 3-11= 1766/1594, 3-10=-570/455, 4-1 0=-1 67/432, 5-10= 166/432, 6-10= 570/456, 6-9=-1766/1594, 7-9=-7547717 NOTES- (7) 1) Unbal i ced roof live loads have been considered for this design. 2) Wind: SCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. 11; Exp D; Encl., GCpi- .18; MW FRS (envelope) and C-C Exterior(2) 0-0-0 to 3 0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2) 13-0-0 to 17-2 15, 23-2-15, Interior(1) 23-2-15 to 32-0-0 left and right exposed ;C-C �iV S FF Interio '(1) 17-2-15 to 19-0-0, Extedor(2) 19-0-0 to zone; cantilever ,,� �J • • • �♦ for me i bers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,% ,•'• G E N S; •• ♦♦ 3) Provide adequate drainage to prevent water ponding. �� �,� F''.•. 4) This ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 5) ' Thi Itruss 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 N O 34869 will fi~ 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=lb) 11=980, 9=980. 7) "Thi product is designed as an individual building component. The suitability and use of this component for any (manufactured •parti ular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 'J*sit�is�0 "���� Julius Lee PE No.34869 MITek USA, Inc. FL Oert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 ®I WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 11111-7473 rev. 1a(=015 BEFORE USE. Dgsign valid for use only with MTek connectors. Th s design is based only upon parameters shown, and is for an Ind viduaI building component, not a�ttrruuss system. Before use, the building designer must verify the applicabilify of design parameters and properly incorporate this des gn into the overall bbilding design. Bracing indicated isTo prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' i 6 61ways required for st_b"i and to prevent collapse with poss ble personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, seeANSU1P11 QualdyCrilella, DSB 89 and BCSI Bolding Componanl 8904 Parke East BMd. SelofyInlormafbnavalable from Truss Plate Institute, 218 N. Lee street Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply COASTAL CONST - WATERSONG II T14784099 4832-WATERSONG_14 i 14 AH15 Hip 1 1 Jab Reference (optional) a 90n g RA­9a 9niR MiTak indugtrias_ Inc. Thu Aun 9 08:51:35 2018 Paae 1 tSUllUer5 rlr5l000rl:d, I rlQrlr �,ny, r�ua�uu _.____..._..... I D:R U 19oi4tySPAN Fe5bXTKcLygagL-9?4gA3QIuggTRYEbgE?IhzHcEnkrdHydAoLw63ypdi M 0 4-8-0 I 9 10-0 15-0.0 17-00 0 17.8�0 23-8-0 29-8-0 i 32-0-0 i 2�4-0 2-0-0 5-2-0 5-2.0 2-0_0 •8- 6-0-0 6-0-0 _ Scale=1:62.0 6x8 = 10x16 MT20HS 7.00 12 it 5 6 7 7x8 i 18 19 4 7x8 8 0 2x4 I I 5x6 i 3 20 2x4 II • 17 9 2 10 0 14 13 o Oi4 Ia I 0 6x8 = 8x10 = 3x4 = 3x4 = 16 15 12 11 ST1.Sx8 STP = 4x4 I I ST1.5x8 STP = 7x8 = 2x4 11 7x10 = I 241-0 2,4r0 4-8-0 i 17-8-0 29-0-0 3q q-032-0-0 i 2-0-0 0-0-0 2-4-0 13-" 12-0-0 0A-0 2-0-0 Plate Offsets X( - 4:0-4-0,0-4-8 , 6:1-0-6,0-4-2 , 6:0-1-6,0-2-6 , 7:0-2-0,0-0-0 , 8:0-4-0,0-4-8 , 11:0-4-8,0-4-12 13:0-4-8,0-3-0 , 14:0-2-12,0-4-4 , 16:0-3-8,0-4-8 LOADING (psN SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20. Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.28 13-14 >999 480 MT20 244/190 TCDL 16 Q Lumber DOL 1.25 BC 0.85 Vert(CT) -0.60 13-14 >538 180 MT20HS 187/143 BCLL OIO ' Rep Stress Incr YES WB 0.71 Horz(CT) 0.09 11 n/a n/a BCDL 10r Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.11 13-14 >999 240 Weight: 259 lb FT = 20% LUMBER- BRACING - TOP CHOR 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins. BOT CHOR 2x6 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-15,7-12: 2x4 SP No.3 WEBS 1 Row at midpt 4-13, 8-11, 11-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 16=1453/0-8-0, 11=1491/0-8-0 Horz 16=572(LC 9) IMax Max Uplift 16=-995(LC 12), 11= 101B(LC 13) FORCES. y(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 1-2=-329/131, 2-3=-2541/1296, 3-4=-2916/1565, 4-5=-1953/1336, 5-6=-2090/1470, 6-7=-1983/1422, 7-8= 2256/1462, 8-9= 371/141, 9-10= 344/0 BOT CHO D 1-16=-143/350, 3-14= 612/462, 13-14=-1017/1803, 7-13=-163/335, 10-11=0/282 WEBS 2-16=-2042/1286, 14-16=-436/656, 2-14— 1244/2148, 4-14=-4021711, 4-13=-10841774, 5-13=-611/992, 8-13= 564/481, 8-11=-2275/1754, 9-11 =-763/698,11-13=-818/1579 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 111111/o 2) Wind: 1 3-0 15-0 Of Exterior 2Cat. 2 Exterior(2) 15� 0 to P1E2-115, toll US• LF� �.. GC i-{I�SB; MWFRSulenve omehand C-C Exterior 0-090 3-0-O,CInDterior ODto pi=O. (envelope) O O . Interi#1) 21-2-15 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Ir ,,NOS\J �� •• E Na� S Lumb DOL=1.60 plate grip DOL=1.60 w� ��G � F•'. • i •• 3) Provi 6 adequate drainage to prevent water ponding. 4 All hies are MT20 plates unless otherwise indicated. ' NO 34869 5j Th s ' ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7k 6) ' Thi 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 fi�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 Qt=1b) i •16= 95, 11=1018. •; � •• • �(/ �i •• �� 8 hi manufactured product is designed as an individual building component. The suitability and use of this component for an ° P 9 9 P tY P Y .• Q Q;• part cular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." R 1 /O N A` Julius Lee PE No.34869 MITek USA, Inc. FL Cart 66M 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 QI WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/0=015 BEFORE USE. Design valid for use only with MTek�l connectors. This design is based only upon parameters shown, and is for an individual building component, not a'fruss system. Before use, the building designer must ver fy fhe applicability of design parameters and properly incorporate this design Into the overall biilding design. Bracing indicated is to prevent buck) rig of individual truss web and/orgd members only. Additional temporary and permanent brac rig MiTek• Lslalways required for stability and To prevent collapse with possible personal injury and erly damage. For general guidance regarding the fpbricaf. , storage, delivery, erect on and bracing of trusses and buss systems, seeANSCualr7yClflado, DSB4 9 and BCSI Bufrdhg Component 6904 Parke East BNd. Solafvinformaflonavalablefrem Tnrss Plate Inst tote, 278 N. Lee Sheer, Suite 312, AlexaVA 22 14. Tampa, FL 33610 l Job Truss Truss Type Qty Ply COASTAL CONST - WATERSONG I T14784100 4832_WATERSONG_1 914431 Common 2 1 Job Reference (optional) Builders FirstSource, 11 Plant City, FL 33566 7 ST1.5x8 STP = 3x10 II 12-0-0 M 5x12 11 7x8 = 6.240 J IvIGy GY LV to IVII I en lllu US rIGG, ,,,C. Ili LOADING (ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 200 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.06 5-6 >999 480 TCDL 1610 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.12 5-6 >999 180 BCLL 01' Rep Stress [nor YES WB 0.72 Horz(CT) 0.01 5 n/a n/a BCDL 10 1010 Code FBC2017/rP12014 Matrix-SH Wind(LL) 0.02 6-7 >999 240 LUMBER - TOP CHOR 2x6 SP No.2 *Except* 3-4: 2x6 SP M 26 BOT CHOR � 2x6 SP No.2 WEBS I 2x4 SP No.3 *Except* 4-5: 2x4 SP No.2 REACTIONS. (lb/size) 7=1125/0-8-0, 5=885/Mechanical Scale: 1/4"=1' IS = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 153 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-10-5 oc bracing. Max Horz 7=452(LC 9) Max Uplift 7=-775(LC 12), 5— 597(LC 13) Max Grav 7=1125(LC 1), 5=903(LC 20) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHO�,D 1-2=-487/236, 2-3=-1488/870, 3-4=-1449/849, 4-5=-1366/905 BOT CHO D 1-7=-333/608, 6-7=-683/861, 5-6= 356/522 WEBS 2-7=-1770/1456, 2-6=-398/632, 3-6=0/332, 4-6=-299/632 NOTES- (8) 1) Unbal4hced roof live loads have been considered for this design. 2) Wind: , SCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi-0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-0-0, Extefior(2) 12-0-0 to 15-0-0, Interior(1) - 15-0 Ito 21-10-4 zone; cantilever left and right exposed ;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL 1.60 plate grip DOL=1.60 3) All pl tes are MT20 plates unless otherwise indicated. 4) This uss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5f ' 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 fi�lbetween the bottom chord and any other members. 6) RefeY to girder(s) for truss to truss connections. 7) Pro+,he mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ' 7=7�5, 5=597. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,,,�111111111j1,, J�.�lis CE ��OI %%,,�� ••..��� I I ♦�� •'�:�CENSR•• ���' No 34869 10* ON A11 %��` Julius Lee PE No.34869 MITek USA, Inc. R- Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: August 9,2018 ®I iWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 1010=015 BEFORE USE. Is for ind building I Design valid for use only w th MTek®connectors. This designs based only upon parameters shown and an vidual component, not dtruss system. Before use, the building designer must ver fy the applicability of design parameters and properly Incorporate th s design into the overall building design. Brac(ng indicated Is 10 prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' i� always required for stability and to prevent collapse with possible personal Injury and property damage. For general guMance regarding the fabrication storage, delNery, erection and bracing of trusses and truss systems, seeANSU1P11 CUaI@yCdfada, DSB 89 and SCSI BuYding Componanf $c%(y1Momlaflomv.H.bi. from Truss Plate I.sfitut., 21 B N. Lee Street, Suite 312, Alexandria VA 22 14. 6904 Parke East Blvd. Tempe, FL 33610 I Job Truss Truss Type Qty Ply COASTAL CONST - WATERSONG II T74784101 4832_WATERSONG_14,4,14 GR1 Jack -Closed Girder 1 1 �� Job Reference (options[ • Builders FirstSource, I Plant City, FL 33566 8.220 s May 24 2018 MTek Industries, Inc. Thu Aug 9 08.51.39 2018 Page 1 ID: RU 19oi4tySPAN Fe5bXTKcLygagL-2mJAORTpyuKvw9XM334EspRLYODiZFrC5QJ7Fgypdil 5-0-0 5-0-0 20 11 2 4X6 4 LVJGO 4X4 - 2x4 I LUS26 Scale = 1:26.1 LOADING (psf,�l TCLL 20.6 TCDL 16.P BCLL 0.0 ` BCDL 10,0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.27 BC 0.41 WB 0.07 Matrix-P DEFL. in (loc) Udefl Ud Vert(LL) 0.09 3-4 >662 240 Vert(CT) -0.09 3-4 >658 180 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORDi 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHOR 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTION (lb/size) 4=646/0-8-0, 3=1177/Mechanical Horz 4=241(LC 8) Max Uplift 4= 409(LC 8), 3=-1141(LC 8) IIMax FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHO b 2-3= 239/257 WEBS I 1-3=-112/250 NOTES- I(9) 1) Wind: A CE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi=O 8; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This trues 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 tp, girder(s) for truss to truss connections. 5) Provid mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) except (jt=lb) t+ 11111111111 plate 4=409�i3=1141. ,,Ot ,� FCC �j� 6) Use S' son Strong -Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at ,%� ,� °•• G E N S •. 24-1 from the left end to 4-4-12 to connect truss(es) to front face of bottom chord. �� �,� CCU••• 7) Fill all ail holes where hanger is in contact with lumber. i 8) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). N 34869 $) "This anufactured product is designed as an individual building component. The suitability and use of this component for any particl lar building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASES) Standard 1rDea4j+Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 0 Q °. Unif Loads (plf) dd Vert: 1-20— 72, 3-4=-20 ,j�T,t��° ��` '.. R •. Con entatedVert: ON N 5 692(F)) 6=-697(F) ��/111111111� Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 ® ,INARN/NG - Vet* design parameters and READ NOTES ON 7NlS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev. lOM?/2015 BEFORE USE � Dgs gn valid for use only with MITek®connectors This design is based only upon poramete s shown, and is for an ind vidual building component not a ss system. Before use, the building designer must vet fy fhe applicability of design parameters and properly Incorporate thLs design Into The overall bu ld ng des gn. Brac(ng Indicated Is To prevent buckling of ind vidual Truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is iilways requ'ued for to"and to prevenT collapse w th poss ble personal injury and property damage. For general guidance regarding the fabrication storage, del very, erectbn and bracing of trusses and truss systems, seeANSV1P11 GualdyCrBedo, DSB-09 and BCS! Buidfng Gompononf SafofY /nfomlafknavalable from Truss Plate Inst lute, 21 B N. Lee Street, Suite 312, Alexandria VA 22314. 6904 Parke East Blvd. Tampa, FL 336101 Job 2018 Truss Truss Type City Ply COASTAL CONST - WATERSONG II T74784102 4832_WATERSONG_1414 H7 Common Girder 1 1 Job Reference (optional) • P 1 Builders FirstSource, Plant City, FL 33566 8.220 s May 24 2018 MITek Industries, Inc. Thu Aug 9 08.51.40 age I I D:RU 19oi4tyS PAN Fe5bXTKcLygagL-WytZDnTRjCSmXJ6ZdnbT00_ODoa4lVf MK42gnGypdiH 2-4-0 6-s-0 12-0-0 17-7-0 22-0-0 2 4-0 4-1-0 5-7-0 5-7-0 45-0 5x6 = ST1.5x8 STP = 6x6 = 4x6 3x8 = 3x10 II LUS26 LOADING (ps SPACING- 2-0-0 TCLL 20. Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0 Q Rep Stress Incr NO BCDL 100 Code FBC2017/TPI2014 4x4 = ST1.5x8 STP = LUS26 3x10 II 22-0-0 CSI. DEFL. in (loc) Udefl Ud TC 0.79 Vert(LL) 0.07 9-10 >999 240 BC 0.34 Vert(CT) 0.07 9-10 >999 180 WB 0.87 Horz(CT) -0.02 8 n/a n/a Matrix-SH LUMBER- BRACING - TOP CHORD, 2x6 SP No.2 TOP CHORD BOT CHORf� 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 13=1772/0-8-0, 8=1519/0-8-0 Max Horz 13=452(LC 5) Max Uplift 13=-1786(LC 8), 8=-1588(LC 9) FORCES. lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHO I 2-3=-1721/1857, 3-4=-1273/1344, 4-5=-1276/1340, 5-6=-1797/1927, 6-7=-839/900, 7-8=-1454/1560 BOT CHO D 12-13=-455/341, 10-12=-1676/1422, 9-10=-1569/1514 WEBS I; 2-13=-1583/1670, 2-12= 1478/1496, 3-12= 697/274, 3-10=-540/911, 4-10=-965/779, 5-10= 645/1001, 5-9=-706/328, 6-9=-1511/1461 Scale=1:49.5 0 m PLATES GRIP MT20 244/190 Weight: 165 lb FT = 20% Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals. Rigid ceiling directly applied or 5-7-15 oc bracing. NOTES- II (9) 1) Unbala cl roof live loads have been considered for this design. 2) Wind: /SCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi=¢.18; MWFRS (envelope); cantilever left and right exposed; 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 nlss 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 69tween the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1 i86, 8=1588. W*Use Simpson Strong -Tie LUS26 (4-1 Od Girder, 4-1 Od Truss, Single Ply Girder) or equivalent spaced at 11-1-8 oc max. starting at 6-5-4 rom the left end to 17-6-12 to connect truss(es) to back face of bottom chord. 7) Fill al nail holes where hanger is in contact with lumber. 8) In th LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9)•"Thi I anufactured product is designed as an individual building component. The suitability and use of this component for any parti�il ular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD ASE(S) Standard 1) De d + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Un•I� rm Loads (plf) Vert: 1-4=-72, 4-7=-72, 1-8=-20 Concentrated Loads (lb) Vert: 12=-640(B) 9=-640(B) ♦♦♦♦♦♦��0.1US� tF��i���i %%,XGENSC. �. :. 34869 0 �[! • i0' - ON At - Julius` �,,,♦ Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 I ©1. ARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 70/03120158EFORE USE. Design valid for use only with MiTek01 connectors. This design is based only upon parameters shown, and is for an ind vidual building component not a ss system. Before use, the building designer mustver fy fhe applicability of design parameters and properly Incorporate this design Into the overall b 1d'mg design. Bracing indicated is To prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is iilways required forstabilliyand To prevent collapse w th possible personal Injury and property damage. For general guidance regarding the faliricat. , storage, delivery, erection and bracing of trusses and buss systems, seeANSI/IPII Cual@yCrlferPo, OSB-09 and SCSI Raiding Component 6904 Parke East Blvd. S61efv fnformaHornvailable from Truss Plate Inst tut., 218 N. Lee Sheet Su to 312, Alexand a VA 22314. Tampa, FL 336101 Job Truss Truss Type . Qty Ply COASTAL CONST - WATERSONG I T1478410$ 4832_WATERSONG_l i 14 Common 1 1 Job Reference o tional ..,J....,.I,.,. 1..,. 7k A„n a nQ C1•A! -3018 Pa a 1 • Builders FirstSource, Plant City, FL 33566 o.eeU J IVIdy GY G I IVII I en uwwulva, u uU y I D:RU 19oi4tySPANFe5bXTKcLygagL-_9RxR7U3UW ad9ThIBU6ixEWcOCrcl6VVYkoEKiypdiG -2-0-0 5-6-0 11-0-0 13-0-0 2-0-0 5-6-0 5-6-0 2-0-0 5x6 = N v v 12 13 Scale=1:45.0 76x8 = 6x8 = 11-0-0 11-0-0 Plate Offsets (X Y) (6•Edge 0-4-4] p•Edge 0-4-41 LOADING (psis SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.� Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.19 6-7 >674 480 MT20 244/190 TCDL 1616 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.34 6-7 >376 180 BCLL Oil) ' Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 6 n/a n/a BCDL 10 0 Code FBC2017ITP12014 Matrix-SH Wind(LL) 0.01 6-7 >999 240 Weight: 103 lb FT = 20% LUMBER- II BRACING - TOP CHOR 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS II 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 3-6 REACTION$. (lb/size) 7=647/Mechanical, 6=647/Mechanical Max Harz 7= 283(LC 10) Max Uplift 7=-424(LC 12), 6=-424(LC 13) Max Grav 7=681(LC 19), 6=681(LC 20) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-386/502, 3-4=-386/502, 2-7=-794/964, 4-6=-794/963 BOT CHO D 6-7=-116/351 WEBS 3-7=-488/195, 3-6=-488/195 NOTES- (7) 1) Unbalapoed roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. 11; Exp D; Encl., GCpil 18; MWFRS (envelope) and C-C Extedor(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 5-6-0, Extefior(2) 5-6-0 to 8-6-0, Interior(1) e-6-0 t 13-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=#60 plate grip DOL=1.60 3,) This ss 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer io girder(s) for truss to truss connections. 6f Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 7=42 6=424. 7) "Thi 1 anufactured product is designed as an individual building component. The suitability and use of this component for any parfigular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." %�� . • E 34869 7iC 14,.00 Wj • i Julius Lee PE,No.34869 MITek USA, Inc. FL Cert 669 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 ©rARN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 1010312015 BEFORE USE for MITek®connectors.This des gn is based only upon parameters shown, and is for an ind vidual building component, notsystemBeforesebuilding wt �'.,,"igngval.diuse only with des gner must ver fy fhe applicability of design parameters and properly incorporate this des gn into the overalldeg.Brndicatd MiTek' istoprevent buracing Alrquired forstabllifyand to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of busses and buss systems, seeANSI/IPII CualdyCriteda, DSB-09 and BCSI Raiding Component Tamp Parke Fast Blvd. Selelvin/eanaHo .iiable from Truss Plate InsfituTe, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tempe, FL 33610' , Job P 1 Truss Truss Type e Oty, Ply COASTAL CONST - WATERSONG II T74784104 4832_WATERSONG_1 114 1 Common 1 1 Job Reference o tional Builders FirstSource, Plant City, FL 33566 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 9 08,51.42 2018 age ID:RU 19oi4tySPANFe5bXTKcLygagL-SL?JeTVhFpiUndGxkCdxUR3nhcBgmaWfnOXns9ypdiF 5-6-0 11-0-0 5-6-0 5-6-0 7.00 5x6 = 10 11 Scale=1:45.0 56x8 = 4 6x8 = 11-0-0 l 11-0-0 Plate Offsets (YIY)-- [4:Edge 0-4-0j [5•Edge 0-4-0] LOADING (psfll SPACING- 2-0-0 CSI. DEFL. in (lot) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.19 4-5 >673 480 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.34 4-5 >377 180 BCLL 010 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 4 n/a n/a BCDL 10I0 Code FBC2017)TP12014 Matrix-SH Wind(LL) -0.01 4-5 >999 240 Weight: 92lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing direcfly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I WEBS 1 Row at midpt 2-5, 2-4 REACTIONS. (lb/size) 5=493/Mechanical, 4=493/Mechanical Max Horz 5=202(LC 9) Max Uplift 5=-315(LC 13), 4=-315(LC 12) Max Grav 5=548(LC 20), 4=548(LC 19) FORCES. lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHO D 1-5= 435/385, 3-4=-435/385 BOT CHORD 4-5=-181/258 WEBS 2-561/278, 2-4=-361/278 3 NOTES- I— (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: SCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL--4.2psf; BCDL=3.Opsf; h=35ft; Cat.11; Exp D; Encl., GCpi=0118; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-6-0, Exterior(2) 5-6-0 to 8-6-0, Interior(1) � 1111 ,��0� e-6-0 t¢110-10-4 zone; cantilever left and right exposed ;C-C for members and forces 8r MWFRS for reactions shown; Lumber i60 DOL=1.60 ,VS tF DOL-1 plate grip ,��� ,3%— • • .... •''• 3) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. • bottom in 3-6-0 tall by 2-0-0 �� •'• E SAC`'•••• ��� 4) This i ss has been designed for a live load of 20.Opsf on the chord all areas where a rectangle wide `�� ,•' �� will fit Petween the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 34869 fi) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=31 I, 4=315. 7) "Thisimanufactured product is designed as an individual building component. The suitability and use of this component for any + -b ; 61ar building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." i� ;• •parti .ems ••,cC••O R , O.Q, •... .�,��� SSIO N A, Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 YARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE Design valid for use only with MTek® connectors. Th s des gn is based only upon parameters shown and a for an Ind vidual building component, not 'S a buss system. Before use, the building designer must verify fhe applicability of design parameters and property incorporate th s design into the overall b� ldins design. Bracing indicated Is to prevent bucMing of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' a (ways required for stability and to prevent collapse wish poss ble personal Injury and properly damage. For general guidance regarding the fabricat on storage, delivery, erection and bracing of trusses and buss systems, seeANSI/1P11 QualdyCW..' DSB49 and BCSI BUidhg Component 6904 Parke East BNd. Sn/.'Mtormallornv.'.bl. from Trust plate Institute, 218 N. Lee Sheet, Sue. 312, Alexandria, VA 22114. Tempe, FL 33610I Job 61I Truss Truss Type e Qty Ply COASTAL CONST - WATERSONG T14784105 4832_WATERS0NG_1 i 14 GR Half Hip Girder 2 1 Job Reference (optional) TL,.. �n nO.C4•Ao onlo Deno 1 Builders FirstS0urce, II Plant City, FL 33566 8.220 s May zv cu i o rvu r ern 1rMUS ,ec, i,w. , -uy a� ID:RU 19oi4tySPAN FeSbXTKcLygagL-wXZhspWJ?7gL0nr7lvBA0fc1 O?VJV2to02HL0bypdiE 4-1-12 4-9-a 4-1-12 0-7-11 NAILED 4x6 Scale =1:24.3 2x4 II z-a-10 2-4-10 LUS26 Special � a-s-a , 2-4-10 LOADING (pS91 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.08 3-4 >685 240 MT20 244/190 TCDL 16 0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.08 3-4 >698 180 BCLL 0�0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 3 n/a n/a BCDL 10 , Code FBC2017/TP12014 Matrix-P Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, BOT CHOROI 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=70 1 /Mechanical, 4=579/0-5-4 Horz 4=230(LC 8) IMax Max Uplift 3=-995(LC 8), 4=-380(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO D 2-3=-177/395 NOTES- P,!18 12)1) Wind: ACE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi=0f1; MW FRS (envelope); cantilever left and right exposed; 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 Muss 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 t�1 girder(s) for truss to truss connections. 5) ProvidQ mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=9951 14=380. 6) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 3-10-0 from the left end to connect . truss(4's) to front face of bottom chord. 7) Use S)mpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 1-10-0 from the left end to connect truss( �s) to back face of bottom chord. 8) Fill al4v'pail holes where hanger is in contact with lumber. 9j"'NAl11ED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Ha ger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4 lb down and 146 lb up at 4-1V2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) "Thi,6 manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD ICASE(S) Standard 1) De d + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uni Qrm Loads (plf) I Vert: 1-2=-72, 3-4=-20 Co centrated Loads (lb) I' Vert: 5=-17(B) 6=-492(B) 7= 378(F) 8=20(B) `,%IIIIIIIIf111 1, Is �, : �'�G NSF•. �� • • 34869 �.p;• (V• i 111111111�� Julius Lee PE No.34869 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 A I WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE I Design valid for use only with MITek® connectors. This des gn s based only upon paramete s shown and fs for an ndividual building component, not a fNss system. Before use, the building designer musiverify the applicability of des gn parameters and properly incorporate this design into the overall �� I build ng des gn. Bracing indicated is to prevent buckling of Ind vidual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is piways requ red for stabillfy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding fhe fabricohon, storage, delivery, erection and bracing of trusses and truss systems, seeANSU1Pl1 Cualdy Crilolta, DSB-09 and SCSI BuPdfng Componon/ 6904 Parke East Blvd. Salo/vfnformallonavailab1. from Truss Plate Ins tote, 218 N. Lee Sheet SuHe 312, Alexandria VA 22314. Tampa, FL 33670i 11 Job Truss Truss Type Qty Ply COASTAL CONST - WATERSONG 1I T14784106 4832_WATERSONG_1 II 14 1-15 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, U Plant City, FL 33566 8.220 a May 24 20 S tvi I er, nlauwi-, I D:RU 19oi4tySPAN Fe5bXTKcLygagL-wXZhspWJ?7q iu nvy a vo.v i.tiv cv iv , aga , rBAOfc1K?dcVOLoO2HLObypdiE Scale = 1:28.0 7.00 12 Special Special 6x8 = NAILED NAILED 6x8 = 2 9 10 3 N T IN O u6' 6' 8 ST1.5x8 STP = 73x4 = 11 12 6 THJA26 NAILED NAILED 2x4 II THJA26 e 3x6 5 ST1.5x8 STP = 2x4 // 2x4 1� 2-0-0 4- 5-0-0 10-0-0 12-8-0 1 -0 15-0-0 2-0-0 4- 2-8-0 5-0-0 2-8-0 4- 2-0-0 Plate Offsets Offsets (X�-- [1.0-7-4 0-1-0] [2.0-4-0 0-2-12] [3.0-5-4 0-2-12][1.0-7-4 0-1-0] [2.0-4-0 0-2-121 [3.0-5-4 0-2-12] LOADING (psQI SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.Q Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.02 6-7 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.02 6-7 >999 180 BCLL 0.6 ' Rep Stress Incr NO WB 0.23 Horz(CT) -0.01 5 n/a n/a BCDL 10.6 11 Code FBC2017/TPI2014 Matrix-SH Weight: 100 lb FT = 20% LUMBER - TOP CHORD ; 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4SPNo.3 REACTIONS' (Ib/size) 8=553/0-8-0, 5=553/0-8-0 Max Horz 8=-192(LC 4) Max Uplift 8=-782(LC 8), 5=-760(LC 9) FORCES. Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORf� 1-2=-72/270, 2-3=-183/615, 3-4=-75/267 BOT CHOR 7-8=-585/184, 6-7=-503/183, 5-6=-501/185 WEBS 2-8=-484/786, 3-5=-484/762. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- t13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf, BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi=0.118- MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide dequate drainage to prevent water ponding. 4) This trugs has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This t ss 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 b tween 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 Qt=lb) 8=782,, 7) Use Sir�ipson Strong -Tie THJA26 (THJA26 on 1 ply, Right Hand Hip) or equivalent at 5-0-6 from the left end to connect truss(es) to .'back face of bottom chord. 8) Use Simpson Strong -Tie THJA26 (THJA26 on 1 ply, Left Hand Hip) or equivalent at 9-11-10 from the left end to connect truss(es) to back f�ce of bottom chord. 9) Fill all ail holes where hanger is in contact with lumber. 1(5) %AI ED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"4.25") toe -nails per NDS guidlines. 11) Haner(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 294 lb up at 5-0-0, and 294 lb 10-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). manufactured product is designed as an individual building component. The suitability and use of this component for any llar building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." up a 12) In th 13) 'Thi LOAD ASE(S) Standard 1) Dea i� Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-72, 2-3=-72, 3-4=-72, 1-4=-20 ,tt%jj11111/II�,EN No 34869 • • � Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 WARNNG - Verity design parameters and READ NOTES ON TN/S AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. f0/o3/ZOIS BEFORE USE� De �n valid for use only with Mltek®connectors. This design is based only upon parameters shown, and'afor an individual building component not a tru system. Before use, the binding des gner must ver fy the applicability of design parameters and properly rporate this design into the overall p bull ing des gn. Bracing indicated s to prevent buckl ng of ind vidual buss web and/rn chord members Y. Inc.Addit onal temporary and permanent bracing IyoiTek• s slays required for stability and to prevent collapse with poss ble personal injury and property damage. For general guidance regaiding the fabricaor tton storage, del very, erect on and bracing of trusses and truss systems, seeANSU1P1t QualdyC, _ DSB 89 and BCS1 Buid6g Component 6904 Parke East Blvd: SafolYlnforrnafloruvailable from Truss Plate Insfitufe, 218 N. Lee Street, SuBe 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply COASTAL CONST, WATERSONG II T14784106 4832_WATERSONG_141i 14 H5 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, LOAD CASE(S) Concentrated ' Vert: Plant Uity, Fl- 33bbo (Ib) ) 3=61(B) 7=76(B) 6=76(B) o.ccu a may y w.. ID: RU 1 goi4tySPAN Fe5bXTKcLygagL-Pk7338Xxm RyCOwQKsdf PZs8C4PzrETbyEiOuwlypdiD ii A !NJRNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 101=015 BEFORE USE. Desig valid for use only with MTek®connectors. This design is based only upon parameters shown, and is for an individual building component not —M W 1, a hussystem. Before use, the build ng des finer mustveriry 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 Ls alvJays required for stability and to prevent collapse with puss ble personal injury and properly damage. For general guidance regarding the MiTek' fabria'otron, storage, delivery, erection and bracing of trusses and truss systems, seeANSU1P11 CualiyCrllodo, DSB�9 and BCSI Buiding Component Sa!®fylnlormafbmvailable from Truss Plate Institute, 21 a N. Lee Street, Suite 312, Alexandria VA 22314. 6904 Parke East BNd! Tampa, FL 33610 Job Truss Truss Type city Ply COASTAL CONST - WATERSONG I T14784107 4832_WATERSONG_1 I914 ZH7 Hip 1 _ 1 ___ Jab Reference(optional)..I _. ,....,. ..•r _,_,_�.._._�__ ,__ Tom.. n.._ ,, ,.n.e...• nn.o o..,... 4 Builders FirstSource Plant City, FL 33566 a.22U s may cv cu io rvu i do H1—Ul—, I)— „U r Uu �.. ,.. •-ate ID:RU 19oi4tySPANFe5bXTKcLygagL-Pk7338XxmRyCOwQKsdfPZs87FPtJETEyEi0uwl ypdiD 6-0-0 -2-0-0 5.0.0 -0- 11-0-0 13-0-0 2-0-0 5-0-0 -6- 5-0.0 2-0-0 0-6-0 Scale = 1:46.4 5x8 = 11-0-0 11-0-0 Plate Offsets (XiY)-- LOADING (psf)' TCLL 20. TCDL 16.�, BCLL O.0 ' BCDL 10. I 16•Edge 0-4-4l 17•Edge 0-4-41 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.60 BC 0.64 WB 0.19 Matrix-SH DEFL. in (loc) Udefl L/d Vert(LL) -0.19 6-7 >674 480 Vert(CT) -0.34 6-7 >376 180 Horz(CT) 0.00 6 n/a n/a Wind(LL) 0.01 6-7 >999 240 PLATES GRIP MT20 244/190 Weight: 102lb FT=20% LUMBER- BRACING - TOP CHORD ' 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD; 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 3-6 REACTIONS (lb/size) 7=647/11-0-0, 6=647/11-0-0, 6=647/11-0-0 Max Harz 7= 283(LC 10) Max Uplift 7=-424(LC 12), 6=-424(LC 13) Max Grav 7=681(LC 19), 6=681(LC 20), 6=647(LC 1) FORCES. (b) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHOR 2-3=-386/501, 3-4= 386/504, 2-7=-794/962, 4-6=-794/968 BOT CHOR 6-7=-116/351 WEBS I 3-7=-488/195, 3-6=-488/195 NOTES- 6) 1) Unbalancled roof live loads have been considered for this design. 2) Wind: At 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi=O.)8; MWFRS (envelope) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-M to 5-6-0, Exterior(2) 5-6-0 to 9-8-15, Interior(1) 9-8-15 to113-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber � DOL=1.00 plate grip DOL=1.60 3)' This truA has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� .... % •. • .ENS •. ���' 4) ' This IT, ss 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 �� ; • �,� �t`•�••• will fit bi 4ween the bottom chord and any other members, with BCDL = I O.Opsf. i 5) Provide "mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 34869 i "7=424, -424. * ; 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." .0 • ��,.�� • O R `��\�,. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 I A W RNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. la(03(2015 BEFORE USE. Desig' valid for use only with MTeI ®connectors. This design is based only upon parameters shown, and b for an ind vidual building component, not � a tru ' � system. Before use, fhe building designer mustverify the applicability of design parameters and properly incorporate this design into the overall build racing ng design. Bracing indicated s to prevent buck) ng of individual truss web and/or chord members only. Additional temporary and permanent b MiTek' s al Sys requued for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the "anon, i 6904 Parke East Blvd. fabd storage, delivery, erection and bracing of trusses and truss systems, seepNSUlPII QualilyCdfedo, DSB-09 and BCSI BuPdng Componvnf Sad® dndomratbrnvaBablefmm Truss Piate Institute, 21 B N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply COASTAL CONST - WATERSONG I T14784108 4832_WATERSONG_1i1914 J1 Corner Jack 12 1 Job Reference (optional) Builders FirstSource, 11 Plant City, FL 33566 7.00 F12 3x4 = 8.220 S May 24 2018 MI I eK Industries, Inc. Thu Aug 9 08:51:45 2018 rage 1 I D: RU 19oi4tySPANFe5bXTKcLygagL-twhSGUXZXk43e47 W QKAe54hO8pKkzzU5TMmRTUypdiC 9-0-0 1-0-0 Scale = 1:8.5 0 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 1 n/r 120 TCDL 16.0' Lumber DOL 1.25 BC 0.18 Vert(CT) -0.00 1 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix-P LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 'Zx6 SP No.2 REACTIONS.1,1(lb/size) 2=0/Mechanical, 3=91 /Mechanical PLATES GRIP MT20 2441190 Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Max Harz 2=71(LC 1), 3=84(LC 12) Max Uplift 3=-73(LC 12) Max Grav 3=91(LC 1) FORCES. (I - Max. C0 /Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD ` 1-3=-135/273 NOTES- 1) Wind: AS E 7-10; Vuft=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. Il; Exp D; Encl., GCpi=0.I dj, MW FRS (envelope) and C-C Exterior(2) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRdIfor reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss Chas 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 be4een the bottom chord and any other members. 4) Refer to Irder(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. 64 "This manitfactured product is designed as an individual building component. The suitability and use of this component for any particularl.puilding is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." No 34869 �0R1'0- � At - Julius Lee PE No. 34860 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 ® WAR - Verity design parameters and READ NOTES ON THIS AND IN M/TEKREFERANCE PAGE M/F7473 rev. 70/m3r1015 BEFORE USE. Design slid for use only with M7ek�1 connectors This des gn is based only upon parameters shown, and is for an ind vidual building component, not a truss tem. Before use, the building designer must ver fy the applicability of design parameters and propedy incorporate th s design into the overall Is buckling individual truss chord members only. Additional temporary and permanent bracing MiTek' buildin design. Bracing indicated to prevent of web and k alw 's required for stabfliiy and to prevent collapse with poss ble personal Injury and property damage. For general guidance regarding the fabric Ton storage, delivery, erection and bracing of trusses and truss systems seeANSI/IP11 CualdyCrrTvrW DSB-09 and BCSI iJdMg Compononf Tamp Parke East Blvd. Safoty�/nfoanallonavaeable from Truss Plate Institute, 21 B N. Lee Street, Su to 312, Alexandria VA 22314. Tampa, FL 33610 11 Job Truss Truss Type . . Qty Ply COASTAL CONST - WATERSONG I T14764109 4832_WATERSONG_1f}914 II J1A Corner Jack 4 1 Job Reference (optional) Builders FirstSource, II Plant City, FL 33566 8.220 s May 24 2018 MITek Industries, Inc. Thu Aug 9 08:51:46 2018 Page 1 ID:RU 19oi4tySPANFe5bXTKcLygagL-L6EgUgYC12CvFEaiz1 iteH EZNDW YiQkEiOV??wypdiB 1-0-0 1-0-0 5.00 FIT 3x6 = 0 6 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. Scale = 1:7.5 LOADING (psf) TCLL 20.0 , TCDL 16.0 BCLL O.q BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CS1. TC 0.17 BC 0.78 WB 0.00 Matrix-P DEFL. in (too) Udefl Ud Vert(LL) 0.00 1 n/r 120 Vert(CT) -0.00 1 n/r 90 Horz(CT) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 4 lb FT = 20% LUMBER- I BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=-0/Mechanical, 3=91/Mechanical Max Harz 2=84(LC 1), 3=117(LC 8) Max Uplift 3=-108(LC 8) Max Grav 3=91(LC 1) FORCES. (I - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD � 1-3=-101/367 NOTES- 1) Wind: AS E 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi=0.1 � MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactio s shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss1has 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 betieen the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical of truss to bearing capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ��� %J111111111 �If4, connection (by others) plate 3=108. II ,lis , ��, J��, • • LFF �� 61 "This maan�ufactured product is designed as an individual building component. The suitability and use of this component for any••GEM is the the building designer ANSI TPI 1 as referenced by the building code." ' • �� •% SAC`•••• ��� particulat,building responsibility of per :� ; r No 34869 r r r - r •: (L • O r • � � ,.c4 O R 1'O Julius Lee PE,No.34869 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 ® WARNING -Verity design paremeters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MIF7473 rev.'"M OrS BEFORE USE. Design alid for use only w th MTem connectors. This design is based only upon parameters shown, and fs for an ind vidual building component, not a truss ystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall butldin design. Bracing indicated is To buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is alw s required for stability and topreverit collapse wrih poss ble personal injury and property damage. For general guidance regarding the Tamp Parke East Btvd. fabrication storage, del very, erect on and bracing of busses and truss systems, seeANS//!P!! CualdyCrdeda DSB�9 and BCSI Buid"rig Component Sa/ofW/nformaflonava0ab1. from Truss plate Institute, 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. Tampa, FL 33610 11 Job Truss Truss Type City Ply COASTAL CONST - WATERSONG II T14784110 4832_WATERSONG_11i914 J1B Corner Jack 4 1 Job Reference o tionai . Builders FirstSource, 11 Plant City, FL 33566 1-0-0 _ 1-0-0 7.00 FIT 3x8 i 1-0-0 1-0-0 8.220 s May 24 20I8 NII 1 BK II IUUbL1Wb, MU. I "Li Huy a vo- i.vu cv — ­'4. i I D: RU I9oi4tyS PANFe5bXTKcLygagL-L6EgUgYC12CvFEaiz11teH Ebl DieiOkEi0V??wypdiB Scale = 1:8.3 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 1 >999 480 MT20 244/190 TCDL 16.q Lumber DOL 1.25 BC 0.00 Vert(CT) -0.00 1 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Wind(LL) 0.00 1 "" 240 Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD , 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD , 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.' (lb/size) 1=45/Mechanical, 2=35/Mechanical, 3=10/Mechanical Max Harz 2=52(LC 12) Max Uplift 1= 52(LC 12), 2=-23(LC 12) Max Grav 1=60(LC 19), 2=39(LC 19), 3=20(LC 3) FORCES. (1 ) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: A! GCpi=O. for react) 2) This trus 3) ' This trt will fit be 4) Refer to 5) Provide 6) "This me 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. 11; Exp D; Encl., MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS ; shown; Lumber DOL=1.60 plate grip DOL=1.60 as been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 en the bottom chord and any other members. fer(s) for truss to truss connections. :hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 'actured product is designed as an individual building component. The suitability and use of this component for any gilding is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." N 34869 r a r r ♦ r : ♦ r O R I11#�•••�j\�• 0 N A` E ,��. Julius Lee PE No.34869 MTek USA, Inc. R. Cart 669 6904 Parke East Blvd. Tampa FL 33610 Date; August 9,2018 II A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M71-7473 rev. !0/03i2015 BEFORE USE.1— , Desig {,valid for use only with T' ek® connectors. fib design is based only upon parameters shown, and a for an ind vidual building componenT, not incorporate tha des into fhe a truss system. Before use, the bulding designer must verify fhe applicability of design parameters and properly gn overall buildi g design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' a for to collapse with injury and damage. For general guidance regarding the alw s required stability and prevent possible personal property fabric on storage, del very, erect on and bracing of trusses and truss systems, se.ANS 11 QvaldyCrRo. DS' and BCSI BuPding Componan/ 6904 Parke East BNd. Salolyln/ormafbmvailable from Truss Plate Inst tote, 218 N. Lee street suRe 312, Alexa ,d is VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply COASTAL CONST - WATERSONG II T14784111 4832_WATERSONG_1II914 J3 Corner Jack 12 1 Job Reference (optional) Builders FirstSource Plant City, FL 33566 8.220 s May 24 2018 MITek Industries, Inc. Thu Aug 9 08:51:47 2018 Page 1 I D:R U 19oi4tySPAN Fe5bXTKcLygagL-pJoChAZg3M Km1O9VXl D6AVmkrdznRgHOxgFYXMypdiA 3-0-0 3-0.0 5 ST1.5x8 STP = 3x6 11 .3-0-0 Scale=1:14.4 0 Ch N T PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 5 >999 240 TCDL 16.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD BOT CHORD WEBS REACTIONS. FORCES. WEBS NOTES- (E 1) Wind: ASC GCpi=0.18 & MWFRS 2) This truss 1 3) ' This truss will fit betty 4) Refer to gh 5� Provide m( 3=172,i 4= 6) "This mans _particular SP No.2 SP No.2 SP No.3 >ize) 3=-172/Mechanical, 4=-215/Mechanical, 5=657/0-8-0 ( Harz 5=156(LC 12) ( Uplift 3=-172(LC 1), 4=-215(LC 1), 5=-297(LC 12) ( Gram 3=63(LC 8), 4=142(LC 8), 5=657(LC 1) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. 2-5=-521l797 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., v1W FRS (envelope) and C-C Exterior(2) zone; cantilever left exposed; porch left exposed;C-C for members and forces tr reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ias been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide m the bottom chord and any other members. ar(s) for truss to truss connections. hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5, 5=297. ictured product is designed as an individual building component. The suitability and use of this component for any lding is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,%% wL1US• OFF ii�i % • �`C E N 4s* S �i♦ ' • N 34869 '. •.• l O N A- e0` f1111111111, Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 ® WARNIG -Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M/F7473 rev. 10/03/2015 BEFORE USE.� Design valid for use only with Milek® connectors. This design is based only upon parameters shown, and is for an individual building component, not design incorporate this design into the overall a truss system. Before use, the building designer must verify the applicability of parameters and properly building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- i Is always j`squired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricalldi'4 storage, delivery, erection and bracing of trusses and truss systems, seeANSWPII QualifyCrOerld, DSO-69 and BCSI &aiding Component 6904 Parke East Blvd. Safety Inl'ormaRonavallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Qty Ply COASTAL CONST - WATERSONG I T14784112 4832_WATERSONG_1II 914 J3A CORNER JACK 4 1 Job Reference (optional) . Builders FirstSource Plant City, FL 33566 t5.22u s May 24 zuits MI I ex Indusiries, inu. i nu rug a 06:5 i:wo cu io raye 1 I D:RU 19oi4tySPANFe5bXTKcLygagL-HVMavWaSgfSdVYj55SkLjiJuEONhAKDX9K_64pypdi9 3-0-0 3x12 MT20HS I I ST�S STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ice) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 1 >999 480 TCDL 16.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 1-3 >999 180 BCLL 0.0� ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 1 •... 240 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEDGE Left: 2x6 SP No.2 11 Scale = 1:11.7 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=94/Mechanical, 3=26/Mechanical, 1=120/0-8-0 Max Herz 1=111(LC 12) Max Uplift 2= 130(LC 12), 1= 69(LC 12) Max Gram 2=94(LC 1), 3=52(LC 3), 1=120(LC 1) FORCES. (I - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- ( 1� 1) Wind: ASq' 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. 11; Exp D; Encl., GCpi=0.181 MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates re MT20 plates unless otherwise indicated. 3) This trussj,�as 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 2-0-0 wide will fit beh6en the bottom chord and any other members. 5) Refer to di rder(s) for truss to truss connections. 6) Provide rr}i chanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 2=130. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particuQ',building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." %,�UUS' LF ��•� •'�,\G E NSF•, ♦� 34869 fit I Julius Lee PE No.34869 M1Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M' EKREFERANCE PAGE MlF7473 rev. 70/03r1015 BEFORE USE. Design slid for use only with MTek®connectors. fib designs based only upon parameters shown, and b for an ind vidual building component, not system. a truss Before use, the build ng designer must verify the applicability of design parameters and properly incorporate This desrgn into the overall building;design. Bracing indicated b To prevent buckling of individual buss web and/or chord members only. Add tional Temporary and permanent bracing s alwWW�s requved for stability and To prevent collapse with possible personal injury and property damage. For general guidance regarding the is-1 M iTek' i fab icaajj�on storage, delivery, erection and bracing of trusses and buss systems, seeAP/SUIP/l AualByCrdafia, DSB�9 and SCSI BuPdhg Component Sa/ofyfnf..Wa nava,able from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job I'I I TruJ3ss Truss Type I r city Ply COASTAL CONST - WATERSONG T14784113 4832_WATERSONG_1'I914 B Corner Jack 4 1 Job Reference (optional) • Builders FirslSource Plant City, FL 33566 8.220 s May 24 2018 MITek Industries, Inc. Thu Aug 9 08.51.48 2018 Page 1 I D:RU 19oi4tySPANFe5bXTKcLygagL-HVMavWaSgfSdVYj55SkLjiJuYOJzAHVX9K_64pypdi9 3-0-0 5 ST1.5xe STP = Scale=1:14.2 N r7 N a PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.24 Horz(CT) 0.01 3 n/a n/a BCDL 10.0:I Code FBC2017ITP12014 Matrix-P Weight: 17lb FT=20% LUMBER - TOP CHORD BOT CHORD WEBS REACTIONS. FORCES. WEBS NOTES- (6 1) Wind: ASCI GCpi=0.18; for reaction, 2) This truss h 3) ' This truss will fit betwi 4) Refer to gir 5} Provide m 3=173, 4= 6) "This man particular 'I SP No.2 SP No.2 SP No.3 >ize) 3=-173/Mechanical, 4=-214/Mechanical, 5=657/0-8-0 ( Harz 5=152(LC 12) ( Uplift 3=-173(LC 1), 4=-214(LC 1), 5=-307(LC 12) ( Gram 3=64(LC 8), 4=141(LC 8), 5=657(LC 1) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-5=-525/803 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. 11; Exp D; Encl., AW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS shown; Lumber DOL=1.60 plate grip DOL=1.60 S been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ias 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 ;n the bottom chord and any other members. en(s) for truss to truss connections. hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4, 5=307. ictured product is designed as an individual building component. The suitability and use of this component for any ilding is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ty1US 34869 !l��h11111111�, Julius Lee PE No.34869 MITek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: .August 9,2018 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. 101031201S BEFORE USE. I Design valid for use only with Mifek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k" is always rj quired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fcbdcatio{. storage, delivery, erection and bracing of trusses and truss systems, seeANSMII ®ualifyCrrifedo, OSB-89 and BCSI Buldirg Component 6904 Parke East Blvd, Safety lnf6imahlonavailable from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria, VA 223314., Tampa, FL 33610 I Job Truss Truss Type ' Qty Ply COASTAL CONST - WATERSONG I l T14784114 4832_WATERSONG_ 914 J5 Corner Jack 12 1 i Job Reference o tional P 1 . Builders FirstSource,'l Plant City, FL 33566 3x8 11 5-0-0 8.220 s May 24 2018 MITek Industries, Inc. Thu Aug 9 08.51.49 2018 age I D:RU 19oi4tySPANFe5bXTKcLygagL-Ihwy6sa4bzaU6ilHfAFaGws5KQhRvlmhO_kfcFypdie LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud . TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 4-5 >999 240 TCDL 16.0 Lumber DOL 1.25 BC 0.19 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.17 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER- I;J TOP CHORD 6 SP No.2 BOT CHORD SP No.2 WEBS 4 SP No.3 REACTIONS. lb/size) 3=42/Mechanical, 4=-18/Mechanical, 5=431/0-8-0 lax Horz 5=258(LC 12) ax Uplift 3=-139(LC 12), 4=-91(LC 9), 5=-205(LC 8) ax Grav 3=99(LC 10), 4=11(LC 3), 5=431(LC 1) FORCES. (Ib), Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-403/321 BOT CHORD 1 5=-320/401 WEBS 2-5=-511/583 NOTES- (6; 1) Wind: ASCI GCpi=0.18; left exposes 2) This truss h 3) • This truss will fit betwr 4j Refer to gin 5) Provide me 3=139,5=2 6)'This manu . particular bi Scale = 1:21.4 PLATES GRIP MT20 244/190 Weight: 27 lb FT = 20% 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. -10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., NFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left exposed; porch -C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s 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 the bottom chord and any other members. (s) for truss to truss connections. finical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) Lured product is designed as an individual building component. The suitability and use of this component for any ing is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." No 34869 • • • Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 © WARNIJ- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM7473 rev. 10/03/2015 BEFORE USE. MTek® This design is based only upon shown, and is for an individual building component, not Design validlfor use only with connectors. parameters a truss s, :e .Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building de gn. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iwiTek' is always re uired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatio storage, delivery, erection and bracing of trusses and truss systems, seeANsW11 9uafByCdfedd, DSB-89 and BCS1 Buiding Component 6904 Parke East Blvd. Sa/arvinro}mationavailable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job jl Truss Truss Type r City Ply COASTAL CONST - WATERSONG T14784115 4832_WATERSONG_14914 J5A Corner Jack 4 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.zzu s May z4 20iB NII I ek inau51ne5, Inc- r nu Aug 9 08:5 Lou cu to rage i I D:RU 19oi4tySPAN Fe5bXTKcLygagL-DuU KKCbiMH i LkrtUCtmpo7OE8q?UeB6gdeTCBhypdi7 5-0-0 1 ST1.5x8 STP = 4x12 II m r O N O N Scale=1:17.4 Plate Offsets X, -- 1:0-4-5,0-1-2 , 2:0-0-12,0-1-12 , 5:0-0-0,2-0-8 , 5:0-0-0,0-1-12 p LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 II Code FBC2017/rP12014 Matrix-P Weight: 26 lb FT = 20% LUMBER - TOP CHORD 2? SP No.2 BOT CHORD 2 SP No.2 WEBS 2., SP No.3 REACTIONS. (lb/size) 3=40/Mechanical, 4= 17/Mechanical, 5=431/0-8-0 I& Harz 5=184(LC 12) lJlax Uplift 3=-98(LC 12), 4=-17(LC 1), 5= 382(LC 8) 0,'ax Grav 3=40(LC 1), 4=40(LC 8), 5=431(LC 1) FORCES. (Ib) - iVlax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 2= 381l152 BOT CHORD 1-5=-144/374 WEBS ;-5= 365/776 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- (6) 1) Wind: ASCE 10; VuIt=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi=0.18; W FRS (envelope) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ;C-C for mem ers and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss ha been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss h s 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 betwee the bottom chord and any other members. 4) Refer to gird T(s) for truss to truss connections. 5) Provide mec ,i nical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=382. 6)"This manuf otured product is designed as an individual building component. The suitability and use of this component for any particular buili ping is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,,,11ous 111111111/���, 40 ♦ tuEUs Z. N 34869 • O • i Fill � ♦• , p N ��//811111110% Julius Lee PE No:34869 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid f Ir use only with MifekO connectors. This design is based only upon parameters shown, and is for an individual building component not �� a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building des! Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' n. prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIP/r CualftyCritvda, DSB-69 and BCS1 Hooding Component 6904 Parke East Blvd. Safefy/n1omlHonavailable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Qty Ply COASTAL CONST - WATERSONG T14784116 4832_WATERSONG_1 914 5A Jack -Open 5 1 Job Reference (optional) . Builders FirstSource, Plant City, FL 33566 8.220 s May 24 2018 MI I ek industries, Inc. i nu riug a uo:o rou 201 o rage r ID: RU 19oi4tySPAN Fe5bXTKcLygagL-DuUKKCbiMHiLkrtUCtmpo7OE8q?QeB6gdeTCBhypdi7 4-10-8 ST1.5xB STP = Scale = 1:15.5 Plate Offsets X,Y --i 1:0-4-5,0-1-2 2:0-0-12,0-1-12 5:0-0-0,2-0-8 , 5:0-0-0,0-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 P No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins. BOT CHORD 2x6 §P No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 P No.3 REACTIONS. (lb/ ize) 3=34/Mechanical, 4= 21/Mechanical, 5=430/0-8-0 Ma Harz 5=180(LC 12) M Uplift 3= 91(LC 12), 4=-21(LC 1), 5=-384(LC 8) M Grav 3=34(LC 1), 4--43(LC 8), 5=430(LC 1) FORCES. (lb) -ME x. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1---373/148 BOT CHORD 1- _ 140/368 WEBS 2- =-360f778 NOTES- (6) 1) Wind: ASCE 7-11 GCpi=0.18; MW F members and for 2) This truss has be 3) ' This truss has I .will fit between tl) 4) Refer to girder(s) 5) Provide mechani 5=384. 6) 'This manufactu� particular building Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. 11; Exp D; Encl., S (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-9-12 zone; cantilever left exposed ;C-C for rs & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 1 designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. an 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 bottom chord and any other members. 1r truss to truss connections. I connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) td product is designed as an individual building component. The suitability and use of this component for any is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." %% ,111111111/���,I %3 u,s .` GCE N,9 4s, No 34869 40 Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:, August 9,2018 0 WARNING - Veri>y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. t Om=i5 BEFORE USE. 1 MTek® This design is based upon shown, and is for an Individual building component, not � Design valid for usc a truss system. Bef building design. Br only with connectors. only parameters use, the building designer mustverify the applicability of design parameters and properly incorporate this design Into the overall icing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k° is always required f fabrication, storage! r stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the delivery, erection and bracing of trusses and truss systems, seeANSLM11 QuaNy CdIetfo, DSB-69 and SCSI Buid(ng Component e East Blvd. 6904 ParkeEast Safetytntotmalion.i vallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria VA 22314. Tampa, Job Truss Truss Type r Qty Ply COASTAL CONST - WATERSONG T14784117 4832_WATERSONG 14914 6J56 Jack -Open 4 1 IJ Job Reference (optional) Builders Plant City, FL 33566 8.220 s May 24 2018 MlTek Industries, Inc. Thu Aug 9 08:51:51 2018 Pagel I D:RU 19oi4tySPANFe5bXTKcLygagL-h42jXYcK7arCM?SgmbH2LLxKxEOuNhz_rlDmg7ypdi6 3x10 II 3x4 = -0-0 1-4-0. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.01 1-3 >999 480 TCDL 16.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 1 "•` 240 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6,SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (lb)size) 2=179/Mechanical, 3=50/Mechanical, 1=229/0-8-0 Ma' Harz 1=198(LC 12) Ma Uplift 2=-243(LC 12), 1=-138(LC 12) M Grav 2=179(LC 1), 3=100(LC 3), 1=229(LC 1) FORCES. (lb) - Mox. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-1 GCpi=0.18; MWi ;C-C for member 2) This truss has b( 3) ' This truss has I will fit between tl 4) Refer to girder(s; 51 Provide mechan 2=243,1=138. 6) "This manufactu particular buildin Scale = 1:16.5 PLATES GRIP MT20 244/190 Weight: 29 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., RS (envelope) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 5-3-12 zone; cantilever left and right exposed ; and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ;n designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. een 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 bottom chord and any other members. for truss to truss connections. :al connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) �d product is designed as an individual building component. The suitability and use of this component for any is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." e```�11111111/�/�' i \GENS i 34869 � r * o r �t � 'ice i i j' •� 4� �i�.$ ,p N AX- Julius Lee PE No.34869 MITek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 © WARNING - Verlt� tleslgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. Design valid for useonly with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component not a truss system. Belo use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Brq cing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'r MiTek' is always required f fabrication, [red stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the :1 delivery, erection and bracing of trusses and truss systems, seeANSW11 AualflyClfleda, DSO-89 and BCSI Bulding Component 6904 Parke East Blvd. Safety Intonnoffan Vcllable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply COASTAL CONST - WATERSONG T14784118 4832_WATERSONG' 14914 5C Jack -Open 4 1 _ ___ Job Reference (optional) ... .......o,.,.,.. Builders FirstSourc Plant City, FL 33566 8.220 6 May 24 2018 IVII I UK u1Uu3u1e5, uIU. 1Iw r�uy a vo.o 1— cv,o rage , f ID:RUI9oi4tySPANFe5bXTKcLygagL-AGc5ltdyuuz3z91sKIpHtYUb8ejR66074xyJDaypdi5 i 5-0-0 5-0-0 Scale=1:20.0 5 4 ST1.5x8 STP = 2-0-0 2x,,-I-0 5-0-0 2-0-0 -44 2-8-0 Plate Offsets X,Y ? 1:0-2-4,0-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Hall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 27 lb FT = 20% LUMBER - TOP CHORD 2xi BOT CHORD 2xI WEBS 2x, REACTIONS. (lb Mi MI MI FORCES. (lb) - A TOP CHORD 1 BOT CHORD 1 WEBS f NOTES- (6) 1) Wind: ASIDE 7-1 GCpi=0.18; MW ;C-C for member 2) This truss has b1 3) ' This truss has will fit between It 4) Refer to girder(s 5) Provide mechan 3=137, 5=202. 6) 0"This manufactu particular buildin IP No.2 ;P No.2 >P No.3 ze) 3=42/Mechanicai, 4=-18/Mechanical, 5=431/0-8-0 Horz 5=254(LC 12) Uplift 3=-137(LC 12), 4= 24(LC 21), 5=-202(LC 12) Grav 3=103(LC 10), 4=46(LC 10), 5=431(LC 1) Ten. - All forces 250 (lb) or less except when shown. D5/315 16/395 05/611 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. ; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., RS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0. Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 an designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ben 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 a bottom chord and any other members. for truss to truss connections. at connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) ;d product is designed as an individual building component. The suitability and use of this component for any is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 44 ��% GEj11s+ • No 34869 o l.. • 10' Julius Lee PE'No.34669 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,,2018 0 WARNING - Ved tlea parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. IOAW015 BEFORE USE. ' Design valid for usr a truss system. Befo I only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not use, the building designer must verify, the applicability of design parameters and properly Incorporate this design Into the overall building design. Br cing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required fJr fabrication, storage) stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the delivery, erection and bracing of trusses and truss systems, seeANSUIPII tivardyCdfedq DSB-09 and BCS1 guiding Component 6904 Parke East Blvd. Safety Informationbvallable from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' ' Qty Ply COASTAL CONST - WATERSONG T14784119 4832 WATERSONG; 14914 fiJ7 Jack -Open 11 1 _ � Job Reference (optional) Builders Plant City, FL 33566 8.220 s May 24 2018 MiTek Industries, Inc. Thu Aug 9 08:51:53 2018 Page 1 I D: RU 1 goi4tySPAN Fe5bXTKcLygagL-eT9TyDebfC5wbJc2uOKW QmOj010BrZbGJbitlOypdi4 7.n-n 2-0-0 ST1.5x8 STP = 3x8 11 7-0-0 Scale =1:27.8 Plate Offsets X,Y - 1:0-2-8 0-1-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 37 lb FT = 20% LUMBER - TOP CHORD BOT CHORD WEBS REACTIONS. FORCES. (lb) - TOP CHORD BOT CHORD WEBS NOTES- (6) 1) Wind: ASCE GCpi=0.18; M left exposed;( 2) This truss ha,- 3) ' This truss h: .will fit betweei 4) Refer to girde 5) Provide mech 3=248,4=151 61 "This manufai particular buil SP No.2 SP No.2 SP No.3 ;ize) 3=128/Mechanical, 4=29/Mechanical, 5=481/0-8-0 ( Harz 5=361(LC 12) ( Uplift 3=-248(LC 12), 4=-151(LC 9), 5= 272(LC 9) ( Grav 3=202(LC 19), 4=68(LC 3), 5=481(LC 1) lax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. -2=-536/475 -5=-439/521 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. 10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. 11; Exp D; Encl., IFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantilever left exposed ; porch for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 leen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 the bottom chord and any other members. s) for truss to truss connections. iical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) d product is designed as an individual building component. The suitability and use of this component for any is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." o11,11.11111111111o, If, JvUUS , XV 34869 &0 �eT; 0F,I N,% fee ''• •••' e�eii���0 Julius Lee PE No:34369 MITek USA, Inc. FL Cart 6634 6904 Parke East'Blvd. Tampa FL 33610 Date: August 9,2018 0 WARNING - VOY ty design parameters and READ NOTES ON THISAND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 10/0=015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before building design.) use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requir, fabrication, stor ,0 for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ge, delivery, erection and bracing of trusses and truss systems, seeANSUMIf Qualfly Clleda, DSB-89 and SCSI Buld ng Component 6904 Parke East Blvd. Wetv Infonnal onavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply COASTAL CONST - WATERSONG T14784120 4832_WATERSONG_14914 EJ7A Jack -Open 1 1 T1 Job Reference (optional) P Builders FirstSourc l Plant City, FL 33566 4 11 ST1.5xB STP = 3xB II 5-10-8 5-10-8 8.220 s May 24 2018 MITek Industries, Inc. Thu Aug 9 08.51.53 201B age 1 I D:RU 19oi4tyS PANFe5bXTKcLygagL-eT9TyDebfC5wbJc2uOKW Qmohl1 OorZVGJbitlOypdi4 Scale = 1:27.5 Plate Offsets X, 0-10-8 1:0-1-0,0-1-12 , 6:0-0-0,0-1-12 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 ''% Rep Stress Incr YES WB 0.19 Horz(CT) -0.06 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 32 lb FT = 20% LUMBER- ;I BRACING - TOP CHORD 2V SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, BOT CHORD 2 SP No.2 except end verticals. WEBS 2 4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (1 1I size) 3=147/Mechanical, 4=53/Mechanical, 5=321/0-8-0 ax Horz 5=290(LC 12) 1 Uplift 3=-259(LC 12), 4=-55(LC 12), 5=-102(LC 12) ex Grav 3=223(LC 19), 4=86(LC 3), 5=321(LC 1) FORCES. (lb) - 11 ex. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-6= 343/241, 1-2=-552/446 BOT CHORD -6=-358/439 WEBS t-626/641 NOTES- (6) 1) Wind: ASCE 7 GCpi=0.18; M' for members E 2) This truss has 3) ' This truss hE -will fit betweer 4) Refer to girder 5) Provide mech 3=25915=102 64 'This manufac particular built 0; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., FRS (envelope) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-9-12 zone; cantilever left exposed ;C-C J forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Ben designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 he bottom chord and any other members. ) for truss to truss connections. ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) d product is designed as an individual building component. The suitability and use of this component for any is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." GEN'g ♦♦ No 34869 + .* • + ON Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 ® WARNING - V N1Y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE.PAGE MIP7473 rev. 101OZ2015 BEFORE USE. Design valid for se only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not � a truss system. building design. °fore use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required fabrication, stor�rge, for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the delivery, erection and bracing of trusses and truss systems, seeANSWPIr Aual➢yCrderla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solaty/nformaHonavailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job 11 Truss Truss Type ' ' Qty Ply COASTAL CONST - WATERSONG T14784121 4832_WATERSONG1 14914 6J7B Jack -Open 2 1 IT Job Reference (optional) Builders Plant City, FL 33566 6-6-8 8.220 s May 24 2018 MI I eK industries, Inc. Thu Aug a 06;51:54 20I8 rage 1 I D: RU 19oi4tyS PANFe5bXTKcLygagL-6fjr9ZeDQVDnDTBFRjrizzZvkROna? W QYFRQHSypdi3 Special 3 ST1.5x8 STP = Special 3x8 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.01 4-5 >999 240 TCDL 16.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 '; Rep Stress Incr YES WB 0.21 Horz(CT) -0.04 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2 BOT CHORD 2 WEBS 2 REACTIONS. tt FORCES. (lb) - TOP CHORD BOT CHORD WEBS NOTES- (8) 1) Wind: ASCE 7 GCpi=0.18; M% ;C-C for memb 2) This truss has 3) This truss he .will fit between 4) Refer to girder, 5) Provide mechz 3=426,4=197, 61 tianger(s) or o 6-5-12 on top ( the responsibil 7) In the LOAD C 8) iThis manufaci particular build LOAD CASE(S) 1) Dead + Roof L Uniform Loads Vert: 1 Concentrated I Vert: SP No.2 SP No.2 SP No.3 ze) 3=1 51 /Mechanical, 4=20/Mechanical, 5=466/0-8-0 Harz 5=337(LC 12) Uplift 3=-426(LC 12), 4=-197(LC 12), 5=-216(LC 12) Grav 3=151(LC 1), 4=88(LC 3), 5=466(LC 1) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 531/431 413/494 Scale=1:26.8 PLATES GRIP MT20 244/190 Weight: 35 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. 0; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat.11; Exp D; Encl., FRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-5-12 zone; cantilever left and right exposed ,s and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 -en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 1e bottom chord and any other members. ) for truss to truss connections. ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) =216. er connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 338 lb up at ord, and 32 lb down and 171 lb up at 6-5-12 on bottom chord. The design/selection of such connection device(s) is r of others. SE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). red product is designed as an individual building component. The suitability and use of this component for any g is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Lumber Increase=1.25, Plate Increase=1.25 -72, 1-4=-20 is (lb) 1(B) ♦`,1111111111/���I ♦ I—IUS GEN$' 34869 e !s�OT�S O R 10 ,e ON AL a,♦♦� ro11111111111 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 ® WARNING - Vol.1y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev. 10/0312015 BEFORE USE. Design valid for u a truss system. Be only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component not �re use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. acing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always require for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, stora e, delivery, erection and bracing of trusses and truss systems, seeANSNPl1 Aua/lyCrlerla, DSB-89 and BCSI Bulding Component 6904 Parke East Blvd. Salaty Intamafioitavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Qty Ply COASTAL CONST - WATERSONG T14784122 4832 WATERSONG 14914 45,15 Diagonal Hip Girder 2 1 Job Reference (optional) • Builders Plant City, FL 33566 b.ZZU S May 24 ZUlb NII I8K Inuu5ines, Inc. I hu Huy a vo.a I.00 Lu io rage i ID:RU 19oi4tySPAN Fe5bXTKcLygagL-arHDNvfrBpLerdmR?QM_VB64QrhVJUYZmvBzpvypdi2 3-5-11 7-0-2 3-5-11 3-6-6 NAILED 2X4 II NAILEU 2-8-9 3-9-14 Scale = 1:21.1 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor NO Code FBC2017/TPI2014 CSI. TC 0.28 BC 0.34 WB 0.09 Matrix-SH DEFL. in Vert(LL) -0.01 Vert(CT) 0.02 Horz(CT) -0.04 (loc) I/defl Ud 4-5 >999 240 4-5 >999 180 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2xi SP No.3 REACTIONS. (lb size) 3=19/Mechanical, 4= 78/Mechanical, 5=316/0-11-5 M Horz 5=255(LC 8) M Uplift 3=-128(LC 8), 4=-88(LC 18), 5=-602(LC 4) M Grav 3=19(LC 1), 4=19(LC 4), 5=316(LC 1) i FORCES. (lb) - i ax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOTCHORD 1; =0/255 WEBS 2, _ 292/305 NOTES- (8) 11 1) Wind: ASCE 74i0; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi=0.18; M FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has )een 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 11ie bottom chord and any other members. 4) Refer to girder(y for truss to truss connections. 5) Provide mecha E. connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=12815=602. 4 6) "NAILED" indi es 3-10d (0.148"x3) or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 7) In the LOAD Cf? E(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufact I d product is designed as an individual building component. The suitability and use of this component for any particular buildi ig is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) tandard 1) Dead + Roof Li (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loadslads If) Vert: =-72, 1-4=-20 Concentrated (lb) Vert: 7 :� 56(F=78, B=78) 9=226(F=113, 6=113) O,,�II111//I///',o i No 34869 • • ` �/ • i� /0 N A1/ Julius Lee PE N0:34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:, August 9,2018 © WARNING - Veril design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 10/032015 BEFORE USE. Design valid for us , only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Bef, building design. B re use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 3cIng indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required fabrication, storag or stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Quality Crriedd, DSO-89 and BCSI Mcling Component 6904 Parke East Blvd. Safetylntormatlot available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Qty Ply COASTAL CONST - WATERSONG T14784123 4832_WATERSON 14914 J5A Roof Special Girder 2 1 � Job Reference (optional)' Builders Plant City, FL 33566 2-9-3 3x8 11 7-6-7 6.zzu s May Y4 zUl b NII I ex mdusirles, Inc. i nu mug a uu:o 1:56 za i o raye r ID:RU 19oi4tySPAN Fe5bXTKcLygagL-21 rcaFgTy7TVSmLdZBtD2OeExF2d2wTj?ZwXMLypdi 1 NAILED NAILED 7 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 ! Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.02 4-5 >999 240 TCDL 16.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 6.18 Horz(CT) 0.04 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH LUMBER 11 - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2z4 SP No.3 REACTIONS. FORCES. (lb) - WEBS NOTES- (8) 1) Wind: ASCE GCpi=0.18; A 2) This truss he 3) " This truss h will fit betwee 4) Refer to girde 5) Provide mecl 3=153,5=82: 6)"NAILED" Inc 7) In the LOAD 8) "This manufa particular bui • LOAD CASES; 1) Dead + Roof Uniform Loac 4 Vert: Vert: ze) 3=69/Mechanical, 4=-26/Mechanical, 5=735/0-11-5 Horz 5=198(LC 4) Uplift 3� 153(LC 9), 4=-26(LC 1), 5=-822(LC 4) Grav 3=69(LC 1), 4=76(LC 4), 5=735(LC 1) Ten. - All forces 250 (lb) or less except when shown. Scale = 1:19.3 PLATES GRIP MT20 244/190 Weight: 37 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. 0; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 he bottom chord and any other members. for truss to truss connections. ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) s 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. =(S) section, loads applied to the face of the truss are noted as front (F) or back (B). d product is designed as an individual building component. The suitability and use of this component for any is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Of) -3=-72, 1-4=-20 oads (lb) =-90(F=-45, B=-45) ..... 34869 Julius Lee PE No.34869 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 A WARNING - V�, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/09/2015 BEFORE USE Design valid for luse only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not � a truss system. BBeefore use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always requr p for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobr cation, stoi ,ge, delivery, erection and bracing of trusses and truss systems, seeANSUfpll Qua!JCrdelfa, DSB-09 and RCSI Raiding Component Sa/a/vin/oan bnavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22 14. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type ' Qty Ply COASTAL CONST - WATERSONG T14784124 4832_WATERSONG' 14914 413,17 Diagonal Hip Girder 3 1 Job Reference o tional Builders Plant City, FL 33566 8,220 s May 24 2018 MiTek Industries, Inc. Thu Aug 9 08:51:57 2018 Page 1 I D: RU 19oi4tySPAN Fe5bXTKcLygagL-W EP_obh5iQbM4wvg7rOSacBNtf NQnNDsEDg4unypdi0 4-10-1 9-10-1 r 4-10-1 4-11-15 NAILED rr, NAILED NAILtu 4 NAILED 3x6 II NAILED NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud . TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.05 4-5 >999 240 TCDL 16.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.08 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(CT) -0.06 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD BOT CHORD WEBS REACTIONS. FORCES. (lb) TOP CHORD BOT CHORD WEBS NOTES- (8) 1) Wind: ASCE 7 GCpi=0.18; M� 2) This truss has 3) ' This truss ha: will fit between 4) Refer to girden 5}Provide meche 3=28714=179, 6) "NAILED" indic 7) In the LOAD C 8� "This manufad particular build LOAD CASE(S) 1)4Dead + Roof L Uniform Loads Vert: 1 Concentrated I Vert: 6 SP No.2 SP No.2 SP No.3 ze) 3=147/Mechanical, 4=-0/Mechanical, 5=460/0-11-5 Horz 5=361(LC 8) Uplift 3=-287(LC 8), 4=-179(LC 5), 5=-770(LC 8) Grav 3=147(LC 1), 4=66(LC 3), 5=460(LC 1) Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 356/106 0/361 Scale =' 1:26.6 N O a PLATES GRIP MT20 244/190 Weight: 50 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. 0; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., FRS (envelope); cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 ;en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Seen 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 to bottom chord and any other members. I for truss to truss connections. ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) s 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. =(S) section, loads applied to the face of the truss are noted as front (F) or back (B). d product is designed as an individual building component. The suitability and use of this component for any is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." (balanced): Lumber Increase=1.25, Plate Increase=1.25 =-72, 1-4= 20 tds (lb) 55(F=78, B=78) 8=-90(F=-45, B=-45) 9=227(F=113, B=113) ,,,Illllllll/I�®, , ��� wL1US CF�c�io< Atp i 34869 ♦ � � •; :4 �0•' <G/v Julius Lee PE No.34869 MiTek USA, Inc. FL Cert6634 t3904 Parke Fast Blvd. Tampa FL 33610 Date: I August 9,2018 A WARNING - Ver � des parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE ' Design valid for u pp only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not incorporate this design Into the overall a truss system. Be building design, reuse, the building designer must verity the applicability of design parameters and properly Ifaclng indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always requirec fabrication, storage, for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the delivery, erection and bracing of trusses and truss systems, seeANSUIPII Cua/dyCrdoda, DSO-89 and fICSI BO17dfng Componenf 6904 Parke East Blvd, SafolylnfollnalloJravalable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type —t Qty Ply COASTAL CONST - WATERSONG { T74784125 4832_WATERSONG it 4914 J7A Diagonal Hip Girder 2 1 Job Reference (optional) . Builders Plant City, FL 33566 8.220 s I may 24 ZU18 mi i eK industries, Inc, nu Aug a 08:5 I:58 2018 rage r I D: RU 19oi4tyS PAN Fe5bXTKcLyq agL-_QZM?xhjTkj Ci4UOgZvh7pjZB2iV W pi? StPdQDypdi? 4-4-12 8-11-7 4-4-12 4-6-11 NAILED 3x6 II NAILED NAILED NAILED . LOADING (lost) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.01 4-5 >999 480 TCDL 16.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) -0.07 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Wind(LL) 0.02 4-5 >999 240 LUMBER - TOP CHORD 2 3 SP No.2 BOT CHORD 2x SP No.2 WEBS 2x SP No.3 WEDGE Left: 2x4 SP No.2 Scale =1:26.4 PLATES GRIP MT20 244/190 Weight: 46 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. REACTIONS. (I87size) 3=107/Mechanical, 4=-25/Mechanical, 5=444/0-11-5 M Harz 5=329(LC 8) Mt Uplift 3— 244(LC 8), 4— 120(LC 9), 5=-736(LC 8) M Grav 3=107(LC 1), 4=38(LC 3), 5=444(LC 1) FORCES. (lb) - fj i lax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2=-317/100 BOT CHORD 5— 0/329 WEBS-5=-399/432 NOTES- (8) 1) Wind: ASCE 7 , 0; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi=0.18; M FRS (envelope); cantilever left and right exposed; 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 ha, I 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 ) for truss to truss connections. 5) Provide mech i ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) .'b=244, 4=120, 5=736. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD C1�SE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 'This manufac yred product is designed as an individual building component. The suitability and use of this component for any +articular build i g is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) 3tandard 1) Dead + Roof L l e (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads 1,A Vert: 1 3=-72 1-4=-20 Concentrated oads (lb) Vert: &41155(F=78, 13=78) 8=-90(F=-45, 13=45) 9=227(F=113, B=113) s`,,111111111/���0� E N SF•. psi :. 34869 `i Julius Lee PE N0.34869 M1Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August.9,2018 0 WARNING - Ve IIFy design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEMII-7473 rev. 10/03/2015 BEFORE USE Design valid for a only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �� a truss system. Be ore use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' racing prevent is always re ire �ljfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricahon, stor e, delivery, erection and bracing of trusses and truss systems, seeANSU1Pl1 AuallyCfdeflq DSB-89 and BCSI Buiding Component N 6904 Parke East Blvd. SalofylnfoRnaHOnavailablefmm Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' City Ply COASTAL CONST - WATERSONG T14784126 4832 WATERSONG' 14914 J7B Diagonal Hip Girder 1 1 II Job Reference (optional) Builders FirstSourc Plant City, FL 33566 C.ZZU S IVlay Z4 ZV 10 IVII I tlR IIIV VaUltla, II w. 11 w nuy u v.: oUa I D:R U 19oi4tyS PANFe5bXTKcLygagL-_QzM?xhjTkj C14UOgZvh7pjZ22jZW pe?StPdQDypdi? 4-6-3 9-2-4 4-6-3 4-8-1 Scale=1:24.8 NAILED 3x6 II NAILED NAILED 2-8-9 -5-1 6-0-1 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.05 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) -0.07 3 n/a n/a BCDL 10.0 € Code FBC2017/TPI2014 Matrix-SH Weight: 47 lb FT = 20% LUMBER - TOP CHORD 2 BOT CHORD 2 WEBS 2 REACTIONS. D D r FORCES. (lb) - TOP CHORD BOT CHORD WEBS NOTES- (8) 1) Wind: ASCE 7 GCpi=0.18; W 2) This truss has 3) ' This truss ha will fit between 4) Refer to girder 5� Provide meth, 3=25614=157, 6) "NAILED" indi( 7) In the LOAD C $Y'This manufac particular built LOAD CASE(S) 1)+Dead + Roof Uniform Load Vert: Concentrated Vert: SP No.2 SP No.2 SP No.3 ze) 3=118/Mechanical, 4= 18/Mechanical, 5=447/0-11-5 Harz 5=337(LC 8) Uplift 3= 256(LC 8), 4=-157(LC 5), 5=-745(LC 8) Grav 3=118(LC 1), 4=46(LC 3), 5=447(LC 1) CompJMax. Ten. - All forces 250 (lb) or less except when shown. 327/102 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. 0; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. 11; Exp D; Encl., FRS (envelope); cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 =.en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 le bottom chord and any other members. ) for truss to truss connections. ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) s 3-1Od (0.148"xX) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. =(S) section, loads applied to the face of the truss are noted as front (F) or back (B). d product is designed as an individual building component. The suitability and use of this component for any is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Lumber Increase=1.25, Plate Increase=1.25 1= 72, 1-4=-20 ads (lb) 155(F=78, 8=78) 8— 90(F=-45, B=-45) 9=227(F=113, B=113) ,%t1111111/I��I ,%%%�� 5..111S• OFF �0 •• \DENS V F••% 34869 4&/ • •(v�-*00 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 9,2018 ® WARNING - Vej for l ty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMI1=7473 rev, 10=12015 BEFORE USE. MTek® connectors. This design is based only upon parameters shown, and 4 for an individual building component, not Design valid at.system. Before building design. ye only with use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall racing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �p IV IiTek' is always require.( fabrication, storage, for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the delivery, erection and bracing of trusses and truss systems, seeANSUIPII Quality CftW, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sarah InformaMmavalable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ~' ' Qty Ply COASTAL CONST - WATERSONG T14784127 4832_WATERSON6 1491419T1 Valley 1 1 -'-_ •• ...... Job Reference o tional ....... ..T_-_�.._. :--'ram.. . Builders FirstSourcOl, Plant City, FL 33566 a a 0 Aug 8.220 s w1ay C4 20 18 MI 1 or, inuusrI Ies, Inc.I ci I lu Aug a cv i. I oVo , I D: RU 19oi4tyS PANFe5bXTKcLygagL-ScXkDHiLE2r3J E3CEGRwg 1 GnRS7CFly9hX9Bygypdi_ 2x4 11 2x4 i 2x4 II Scale = 1:11.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 10Ib FT=20% LUMBER- BRACING - TOP CHORD 2x SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x SP No.3 except end verticals. WEBS 2x. SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb size) 1=106/2-11-9, 3=106/2-11-9 ME Horz 1=119(LC 12) ME Uplift 1=-50(LC 12), 3=-120(LC 12) M is Grav 1=117(LC 19), 3=141(LC 19) FORCES. (lb) - . CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7- GCpi=0.18; MVI for reactions sh 2) Gable requires 3) This truss has t 4) ' This truss has will fit between 1 5) Provide mechai 3=120. 6) "This manufactl particular buildii Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., IS (envelope) and C-C Exte6or(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS 1; Lumber DOL=1.60 plate grip DOL=1.60 tinuous bottom chord bearing. 1 designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. en 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 bottom chord and any other members. 11 connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) d product is designed as an individual building component. The suitability and use of this component for any is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." •+a••• Imo. • 34869 0 04 Julius Lee PE'No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL33610 Date:, August 9,2018 A WARNING - Veri.� design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rev. 10/0212015 BEFORE USE Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Bef building design. E re use, the building designer must vethe applicability of design parameters and properly incorporate this design into the overall rily racing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required fabrication, stora #orstability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the e, delivery, erection and bracing of trusses and truss systems, seeANSUIPII AaoldyCn7eda, DSB-69 and BCSI Bulfdfng Component 6904 Parke East Blvd. Safetyinformatla ailable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols Numbering System- A General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y /4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See SCSI. 1 C1-2 c2a 2. Truss bracing must be designed by an engineer. For themselves 0 WEBS C�Q 4 wide truss spacing, individual lateral braces may require bracing, or alternative Tor I OU �3 p bracing should be considered, O p Ustack 3, Never exceed the design loading shown and never inadequately braced trusses. materials on - a- 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate C7-8 C6-7 C5-6 BOTTOM CHORDS designer, erection supervisor, property owner and all other interested parties. plates 0-1/0 from outside edge Of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction Of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7, Design assumes trusses will be sultabl g y protected from 'Plate location details available in MITek 20120 CHORDSAND WEBSARE IDENTIFIED BYEND JOINT the environment in accord with ANSI/TPI 1. Software or upon request. NUMBERS/LETTERS 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for treated, [CC -ES Reports: use with fire retardant, preservative or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the r width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to I„ to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements, LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T Or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSUTPI 1 14, Bottom chords require lateral bracing 10 ft. spacing, section 6.3 These truss designs rely on lumber values 9 Y h or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTekO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings Occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. � 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use, Industrv_Stan dards ---- - - - .--- -- — __ _ -- ---- - -- - 19. Review all portions of this design (front, back, words ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction, and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. a3' BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture In accordance with Guide to Good Practj�e for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate t %. t Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015