Loading...
HomeMy WebLinkAboutTrussRE: EDEN MODEL - Site Information: Customer Info: K Hovnanian Homes Lot/Block: 57 Address: 5221 Armina Place,. City: Fort Pierce Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: WS0057 Model: Eden-B Subdivision: Waterstone State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017ITP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 22 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T19550074 CJ1 2/28/20 2 T19550075 CJ3 2/28/20 3 T19550076 CJ5 2/28/20 4 T19550077 CJ7 2/28/20 5 T19550078 EJ7 2/28/20 REClaft 6 T19550079 EJ8 2/28/20 7 T19550080 HJ7 2/28120MAR 2 4qpo 8 T19550081 HJ8 2128/26 RECEIVED 9 T19550082 T02 2/28/20 Permitting en!1Toopartrn 1955008T06 2/28/20 St. Lucia Counry11 4 2/MAR 25 12 T19550085 T07 2/28/20 13 T19550086 TOS 2/28/20 14 T19550087 T09 2/28/20 ST. Lucie County, Permitting 15 T19550088 T09B 2/28/20 16 T19550089 T10 2/28/20 �q®� 17 T19550090 T11 2/28/20 18 T19550091 T12/28/20 19 T19550092 T13 2/28/20 20 T19550093 V03 2/28/20 21 T19550094 VO4 2/28/20 22 T19550095 V05 2/28/20 The truss drawing(s) referenced above have been prepared by ,��rOP' O� r!VF� MiTek USA, Inc. under my direct supervision based on the parameters :�� ): E Ngk; ; provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. = k - -o : CC IMPORTANT NOTE: The seal on these truss component designs is a certification 9�: E OF : �4(J that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIlrPI 1. These designs are based upon parameters �� 4 O t shown (e.g., loads, supports, dimensions, shapes and design codes), which were % T0cerleinformation included is for MiTeks or ,ON1 TRENCO's customers ereferrenpurposonly, and was not taken into account in the #I %% preparation of these designs. MiTek or TRENCO has not independently verified the J quinVelez PE No. 182 applicability of the design parameters or the designs for any particular building. Before use, Mi ek US& Inc. FLCe 6534 the building designer should verify applicability of design parameters and properly Parke fast Blvd. amps FL 33610 incorporate these designs into the overall building design per ANSI/rPl 1, Chapter 2. Date. February 28,2020 Velez, Joaquin 1 of 1 Job Thus Truss Type Day Ply T19550074 EDEN_MODEL CJ1 Comer Jack 6 1 Job Reference (optional) - BuildersFirst Source, Plant City, FL-32566, 2x4 = ST1.5xB STP= 8.240 a Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:40:24 2020 Page 1 14xvrhYAIX3yhPJt-LVGAE9X8BVDvZtON3C_Y7k3LW vDaBu4PtaW SKczgdu5 Scale - 1:6.5 Plate Offsets(XY)-- [2:0-1-140-0-101 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(CT) -0.00 3 r✓a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hoe 2=34(LC 8) Max Uplift 3=-B(LC 1), 2= 83(LC 8) Max Gmv 3=17(LC 8), 2=125(LC 1), 4=1 B(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-" oc pur ins. BOT CHORD. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15N; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcunent 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-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 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.' Joaquin Velaz PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 O WARNWG-Verity Ces/gn Pe etenmdl?EAD NOTES ON MIS AND WCLUDEDMOEKNEFERANCEPAGEMIF74Z1Me faUScOI5BEFOREUSE Design void for use only with MTek0 connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component, not ��- a truss system. Before use, the bullding designer must verify the cpplicabllay, of design parameters and properly Incorporate MB design Into the overall building deslgn.&acing Indicated is to prevent bucMhg of Individual Miss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and brocing of fiases and tnos system& seeANSUIPII Quality Cdtedo, DSl-09 and AC31 Building Component 69M Palle East BNd. Safety Infoanationavollobie from DwI; Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Orly Ply T79550075 EDEN_MODEL CJ3 Comer Jack 6 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 2x4 = STP= 5.24U a reD / 2UZU MI I eK mousllres, Inc. rn Feb 26 1 V]4V I[a ZOZO Paqu I ID:ts6710CZ21 Eg4xvrhYAIX3yhPJl-ghgYRVXmypLmB1 bZdvVnxxbVzlX5wLKZSEG7s2zgdu4 Scale = 1:10.8 LOADING (psQ SPACING- 2-" CSI. DEFL in (roc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Ve t(LL) -0.00 24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Hou(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 MatriX-P Weight: ll lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3--Mechanical, 2=0-8-0, 4=Mechanical Max Ho¢ 2=68(LC12) Max Uplift 3=-49(LC 12), 2=-88(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1).4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsY h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-M to 2-0-0, Intedor(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.fi0 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 2. 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." Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 28,2020 AWARNING. VvilydesignperameremendREADNOTES ONTHISANUINCLUDED 4RTEKREFERANCEPAGEM014nnev.10NYL015BEFOREUSE. Design valid for use only with MITBk® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use. the building designer must verify the applicability, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndMdual truss web and/or chord members only. Additional temporary, and permanent bracing Welk' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldcnce regarding the l fabrication, storage, delivery, erection and bracing of busses and truss systems. seeANSVIPII GaaIM Carona, DS049 and SCSI Building Component East B Parke East Blvd. Parke SatisfyInlolmolbmva0able from Truss Rate Instif ble, 218 N. Lee Sheet, Suite 312. Alexandria VA 22314. Tampa, 0 a, Jab Truss Truss Type I City Ply T19550076 EDEN_MODEL CJ5 Comer Jack 6 1 Job Reference o tiorlal Molders First Source, Plant City, FL-32566. 2x4 = ST1.5x8 STP = 8.240 a Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:40:26 2020 Page 1 ID1s67IOCZ21 Eg4xvrhYAIX3yhPJt-ItOwfrYO17TdpANBc10498cl irGfoaiKu7YOUzgdu3 Scale=1:15.8 Plate Offsets (X,Y)-- [2:0-1-14 0-0-101 LOADING (psi) SPACING- 2-M C51. DEFL. in (too) Vdee Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 ' Rep Stress Mar YES WB 0.00 Hoa(CT) -0.00 3 rda n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-P Weight: 17 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3--Mechanical, 2=0-8-0, 4=Mechanical Max Hoa 2=104(LC 12) Max Uplift 3=-95(LC 12), 2=-93(LC 8) Max Grev 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All tomes 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opst h=15N; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -14)-0 to 2-0-0, Interior(1) 2-M to 4-11-4 zone; canblever left and light exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 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.' Joaquin Vela PE No.68182 Wrok USA, Ina FL Cad 6634 6904 Padre East Blvd. Tampa FL 33610 Date: February 28,2020 Q WARNWG- Vedrydeslgn paramefismandREAD NOTES ON WISAND INCLUDED MREKREFERANCEPAGEM&7473mv. 1DIXIIQVfSEEFOREUSE Design,,did form oNywith Mnek®connectors. TNs design Is based only upon parameters showix and u for on tndMdual bWOing component not a truss system. Before use - the building dedgner mustverify the applicability of design parameters and properly Incorporate this desgn Into hs overall building design. Bracing Indicated is to buc;dIng of lndNlduol truss web and/or chord members only. Additional temporary and permanent bracing MTOW prevent Is always required for stabllly and to prevent collopso with possible personal Injury and property damage. For general guidance regaramg he fabricatom storage. delivery. erection and bmwig of trusses and truss systems seeANSWII QUCT CRnb, DSB-89 antl 6CSI adding Component 6904 Parke East Blvd.m Safety Wormatbvoloble from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandria VA 22514. Tampa. FL 33610 Job Truss Truss Type Oty Ply T19550077 EDEN_MODEL CJ7 Comer Jack 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:40:26 2020 Page 1 IDds671OCZ21 Eg4xvrhYAIX3yhPJt-ItOwfrYOj7TdpAAIBc1049BYTiogfoaiKu7YOUzgdu3 -1-0-0 7-0.0 t-6U I 7-0-0 3x4 = ST1.5xe STP= 7-0-0 7-0.0 Scale = 1:19.8 Plate Offsets (X Y)-- I2:0-0-10 Edael LOADING (psQ SPACING- 2-M CSI. DEFL. in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.11 2-4 >741 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.18 2-4 >431 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-SH Weight: 23 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3--Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=140(LC 12) Max Uplift 3=-120(LC 12). 2— 106(LC 12) Max Gmv 3=159(LC 1),'2=324(LC 1), 4=121(LC 3) FORCES. (lb) -Max. CompJMax, Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-CO to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except 01=111c) 3=120, 2=106. 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.' Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February28,2020 Q IWRNINO-Verlfydes11hparameAv and HEAO NOTES ON TH5ANDINCLUDEDMfrEKREFERANCEPAGEM674Tarev. 11MV3201SBEFORE USE Design volld for use only with MrzeW connectors. This design 6 based only upon parameters shown, and Is for an IndKi dual bulltling component, not a hum system. Before use, the building designer must verify Me appllcabYity, of design parameters and properly [reoperate this design Into the overall building design. Bracing Indicated is to prevent bucWhg of individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage.. For general guidance regarding the fabrication. storage, delivery, erection and bracing of busses and hum systems, seeANSVrPl1 Quaff Cdbdo, DSI49 antl 501 Building Component 69M PaAe East Blvd.en Safely Infootbmvollabie from Truss Plato Institute, 218 N. Lee Sheet. Suite 31Z Nexcntlrla. VA 22314. Tampa, FL 33610 Job Truss Truss Type Otl' Ply T19550078 EDEN_MODEL EJ7 Jack -Open 12 1 �JoRefererxca,(Dib tional Builders First Source, Plant City, FL - 32566, 8240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:40:27 2020 Page 1 ID1s6710CZ21 Eg4xvrhYAIX3yhPJt-m3ylsBZ000bUOKOKYFGMhjD683OFgrZY16x gdu2 -1-0-0 7-0.0 1-0-0 7-0.0 4 ' 3X4 = ST1.5x8 STP = LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TO 0.71 Vert(LL) 0.11 24 >741 240 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Ved(CT) -0.18 24 >431 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matri%-SH Scale=1:19.8 PLATES GRIP MT20 2441190 Weight: 23 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-" on bracing. REACTIONS. (size) 3--Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=140(LC 12) Max Uplift 3=-120(LC 12), 2=-106(LC 12) Max Gmv 3=159(LC 1). 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opst h=15D; Cat II; Exp B; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle M-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=120, 2=106. 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.' Joaquin Velez PE No.68182 Wrok USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Q WARNWG-Vivify dedan urramele. end HEAD NOTES ON THIS MD WCLUDED Mfr£K REFERANCE PAGE M 747a rev. ff=?015 BEFORE USE Design valid for use only with MOekO connectors. The design is based only upon parameters shown and Is for an Individual build ng component, not a buss system. Before use, the buadng designer must verity the applicability of design parameters and propeay Incorporate the design Into the overall bmtdbg design. Bracing Indicated Is to prevent bucking of individual buss web and/or chord members only. Additional temporary and permanent bmcing MiTek' Is always reguhed for stab0ay and to prevent collapse with possble Personal Injury and property damage. For general guidance regaitling the fabrication storage, delivery, erection and bracing of busses anddtnssssystems seeANSUIPII Start Criteria, D3349 and SCSI Building Component 6904 Palle East Blvd. Safety hfanllalbMvo6oble from Truss Plate Institute, 218 N. Lee StreetMax(tlrio. Suite 312, MaxVA 22314. Tampa, FL Mar Job Truss Truss Type Cry Ply T19550079 EDEN_MODEL EJ8 Jack -Open 8 1 Job Reference a tional Builders First Source, Plant City, FL-32566. 3x6 = ST1.5.8 STP= 8.240 a Feb 7 2020 MITek IndustneS, Inc. Fn Feb 281U.4U:28 2020 Page 1 ID:ts6710CZ21 Eg4xvrhYAIX3yhPJt-EGWg4XalFkjL2UK8113U9aDs8W Ra7i47nCUFrNzgdul Scale = 1:22.2 8.0-0 Plate Offsets (XY)-- 12.0-6-2 0-0-41 LOADING (psq SPACING- 2-" CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Ved(LL) 0.17 2-4 >523 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.33 2-4 >281 180 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-SH Weight: 27 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=158(LC 12) Max Uplift 3=-139(LC 12), 2=-116(LC 12) Max Gray 3=185(LC 1), 2=360(LC 1), 4=140(LC 3) FORCES. (Ib) -Max Comp./Max. Ten. -All tomes 250 (11 or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; E>is B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 3=139, 2=116. 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.' Joaquin Velez PE No.66182 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Q WARNING -Vellfy design parameters and NERD NOTES ON THIS AND INCLUDED MNEK BEFENANCE PAGE NU7470 M. 14132015 BEFORE USE Design valid for use only with Mill connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not ��- a truss system. Before use, me building designer must verify me applicability of design parameters and properly Incorporate this design Into the overall building design. Brocing mcloated is to buckling individual truss web members only. Additional temporary and permanent brocing M!Tek' prevent of and/or chord Is always required for stability antl to prevent collapse with possible personal lnlury and property damage. For generol guidance regarding the fobrica8on.storage.delivery, erection and bracing of messes and fnbs systems weANSVTPIT Cua109 Cmeda,DS11-09and BC6l Eukding Component 69N Parke East Blvd. Safety informal on vallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexantlrlo, VA 22 14. Tampa, FL 33610 Job Truss Tress Type Oty Ply T79550080 EDEN_MODEL HJ7 Diagonal Hip Girder 2 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 a Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:40:29 2020 Page 1 ID:ts6710CZ21 Eg4xvrhVAIX3yhPJt-iS43HtaHO2rCgevKslajinmagwpes4A8OsED7pzgduO -1-s-0 5.2-9 k 9-10-1 1-5.0 5-2-9 4-7-8 r Scale = 1:20.6 20 = 2x4 = ~� 5 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017fFP12014 CSI, TC 0.39 BC 0.47 WB 0.33 Matrix-SH DEFL. In Vert(LL) -0.03 Vert(CT) -0.08 Horz(CT) 0.01 (loc) Udell Ud 6-7 >999 240 6-7 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 41 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Hom 2=151(LC 221 . Max Uplift 4_ 102(LC 4), 2=-176(LC 4), 5=-102(LC 8) Max Grav 4=124(LC 1), 2=445(LC 1), 5=290(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-762/265 BOT CHORD 2-7=-331t702, 6-7— 3317702 WEBS 3-6=-746/352, 3-7=0/284 NOTES- (8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psi bottom chord live load nonconcurent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=102, 2=176, 5=102. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 Its down and 8516 up at 14-15. 801b down and 85 Ib up at 1-4-15, 29 lb down and 43 lb up at 4-2-15, 291b down and 431b up at 4-2-15, and 551b down and 1001b up at 7-0-14, and 551b down and 1001b up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 181b down at 4-2-15, 181b down at 4-2-15, and 38 lb down at 7-0-14, and 38 Its down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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! LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 8=44(F=22, B=22) 10=-75(F=-38, B=-38) 13=36(F=-18, B=-18) Joaquin Velez PE No.68162 Ml USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 QwARN/NG. Verity designpammetersendfIl NOTES ON MIS AND INCLUDED MMEKREFERANCE PAGE 11,1674Anev. 11193,2015 BEFORE USE Design valid for use only with Meek® connectors. This design Is based only upon parameters shown and is for an Individual building component, not a truss system. Before use, the bulldhg ❑eslgner must verity the applicability of deelgn parameters and properly Incorporate this dedgn Into the overall buildingdosign. Bracing indicated is to prevent buckling of individual truss web and/or chord members onAdditional temporary and permanent bracing MiTek' Is always requlred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the la, DS849 and /CSI Building Componont fobricanon, storage, dellvery, erection and bracing of trusses and truss systems, seeANSUTPiI Quart Criteria, East Perko East Brvd. Parke Safety Nfoanm allovallable from Truss Rate Institute, 218 N. Lee street Sulte 312; Alexantlria, VA22914, Tem a, P Job Truss Truss Type Oty Ply T79550081 EDEN—MODEL HJ8 Diagonal Hip Girder 1 i Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 10:40:30 2020 Page 1 ID:ts671OCZ21 Eg4wrhYAIX3yhPJt-AeeRVDbv Lz3HoUXOS5yE7JDeJ3nbT71FV=XGzgdu7 -1-5-0 5-11-12 11-3-12 1-5-D 6-11-12 I 5.4-0 3x4 = ° 5 3.4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Verl(CT) -0.16 6-7 >802 180 BCLL 0.0 ' Rep Stress ]nor NO WE 0.61 Hou(CT) 0.02 5 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 47 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purl BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=170(LC 4) Max Uplift 4=198(LC 4),'2=-216(LC 4), 5=-131(LC 8) Max Grav 4=247(LC 1), 2=541(LC 1), 5=456(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1075/403 BOT CHORD 2-7=-473/999, 6-7=-473/999 WEBS 3-7=0/382, 3-6=-1060/501 NOTES- (8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFR3 (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of Muss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except ft=lb) 4=198, 2=216, 5=131. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80111 down and 85 lb up at 1-5-12. 80 In down and 851b up at 1-5-12, 29 lb down and 43 lb up at 4-3-11, 29 Ib down and 43 Ib up at 4-3-11, 55 lb down and 100 Ib up at 7-1-10, 55 lb down and 1001b up at 7-1-10, and 86 lb down and 1271b up at 9-11-9, and 86 lb down and 127 lb up at 9-11-9 on top chord, and 1111 down at 1-5-12, 1 lb down at 1-5-12, 181b down at 4-3-11, 18 Ito down at 4-0-11, 38 lb down at 7-1-10, 38 lb down at 7-1-10, and 67 lb down at 9-11-9, and 671b down at 9-11-9 on bottom chord. The desigNselection of such connectiondevice(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the Miss are noted as front (F) or back (B). 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.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 Uniform Loads (pit) MiTek USA, fact FL Ced 6634 Vert: 1d=-54, 2-5=-20 69D4 Parke East Blvd. Tampampa FL 33610 Concentrated Loads (lb) Date Date: Vert: 8=44(F=22, B=22) 10=-75(F=38, B=-38) 11=-173(F=-86, B=-86) 14=-36(F=-18, B=18) 1S= 101(F=-51, B=-51) February28,2020 Q WARNING -Verify deagnparamefemserd REAONOTES ON MIS AND INCLUDED MREKREFERANCE PAGE MIL74Mmy. 1040Yfa15 BEFORE USE Design veto for use only wpm MOekg connectors. This design Is based only upon parameters shown, and Is for on individual buiding component, not a truss system. Before use, me building designer must vanity the cppilcability of design parameters and properly Incorporate this design into me overall bunidbg design. Bracing lndcated is to buckling of lndlvdual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent Is always required for stobilty and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, deWory, erection and bracing of purses and truss systems, seaANSVTpI I Quo1m. Cdfeda, DSB49 and SCSI Building Component 69M Parke East Blvd. Safety Infofmolbmvalloble hom Truss Rate Inst ute. 218 N. Lee Sheet, Sidle 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Thus Type Cry Ply T1955DOB2 EDEN_MODEL T02 Common 4 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 924U s Feb 7 2U2u MI I ex irMmInes, Inc. inn reo ea lD:4e:a1 eueu rage I fl Scale=1:21.4 Asa = 3 ST1.54 STP= ° ST1.5x8 STP= 3x4 = 3x4 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.: Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017/TPI2014 CS'. TC 0.38 BC 0.36 WE 0.10 Matrix-SH DEFL. in Vert(LL) 0.04 Vert(CT) -0.07 Horz(CT) 0.01 (loc) Vdefl Ud 4-5 >999 240 4-5 >999 180 4 n/a I PLATES GRIP MT20 2441190 Weight: 42 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4SP No.3 REACTIONS. (size) 4=0-8-0, 2=0-8-0 ' Max Harz 2=54(LC 16) ' Max Uplift 4=-136(LC 13), 2=-174(LC 12) Max Grav 4=415(LC 1), 2=496(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-650/406, 3-4=-649/424 BOT CHORD 2-5=-287/536, 4-5=-287/536 WEBS 3-5=-22/266 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psY BCDL=3.Opsi; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Milli 2-0-0 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=136, 2=174. 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.' Id Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6984 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 QWARNING. Vetlryaeslgnparamatersand READ NOTES ON THIS AND INCLUDED MREKHEFEHANCE PAGE MIH47Jrev. fWII34915 BEFORE USE Cosign valid for use only with MRek® connectors. This design Is based only upon parameters shown, and is for an Individual building component. not ��' a truss system. Before use, me building designer must verify me applicability of design parameters and property Incorporate this tleslgn Into the overall building design. Bracing Indicated is to buckling individual truss web and/or chord members only. AddhTonal temporary and permanent bracing Welk' prevent of Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the Parka East Blvd. East0 p Component fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSU1P11 Dual6y Criteria. DS649 and BCSI Building Tampa, FL vailoble from Plate Institute, 218 N. Lou Street Suite 312, Alexandria, VA 22314. Safety InformatbmTens Job Truss Ql Ply T19550083 EDEN-MODEL T05 �Twss`fype Hip 1 1 Job Rate.. (,pti..ajJ Builders First Source, Plant City, FL- 32566, 8,240 s Feb 7 2020 MITek Irma8lnes, Mo. Fri Feb 2a 10:40:33 "LULU rage 1 IDIS671OCZ21 Eg4nrhYAIX3yhPJt-bDJZ7Een4GLd8FC55bffsdxo4X81uu*xTC07azgdty 1-0- 5-9-14 1f-0.0 17.6.0 24.0-0 2&2-2 354)-0 6-0- 5-9.14 5-2-2 6-6-0 66-0 5.2-2 &&14 -0- Scale: 3116'-V 5x9 — 2x4 II 5x8 = 4 18 5 19 6 3x6 = 2x4 11 3x6 = 3x8 = 30 = 2x4 II 3x6 = 3x4 = 3x6 = I 17--0 I I 252-2 I 35-0-09-6-6 9-2-2 -9-1NA 1)-0 4 Plate Offsets (XY)- r2:0-3-0 Edge] [4:0-5-12 0-2-8] [6:0-5-12 0-2-8] 18:0-3-0Edger LOADING (psQ SPACING- 2-M CSI. DEFL. in (roc) Vdefl Lot PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.20 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.38 13-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.34 Horz(CT) 0.13 8 n/a Na BCDL 10.0 Code FBC2017/fP12014 Matri%-SH Weight: 175 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SO No.3 REACTIONS. (size) 2=0.8-0, 8=0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc pudins. BOT CHORD Rigid ceiling directly applied or5-0-10 oc bracing. Max Horz 2=-80(LC 17) Max Uplift 2=-432(LC 8), 8=-432(LC 9) Max Grav 2=1342(LC 1). 8=1342(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2711/1566, 3-4=-2260/1365, 4-5=-2408/1513, 5-6=-2408/1513, 6-7= 2260/1365, 7-8=-2711/1566 BOTCHORD 2-16=-1348/2423, 15-16=-1348/2423, 13-15=-1037/2042, 11-13=-1040/2042, 10-11=-1351/2423,8-10=-1351/2423 WEBS 3-15=-437/346,4-15=-115/367,4-13=-299/568, 5-13=-398/350, 6-13=-299/568, 6-11=-115/367,7-11=-437/346 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsh h=15N; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 11-0-0, Exterior(2) 11-0-0to 15-11-6, Interior(1) 15-11-6 to 24-", Extedor(2) 24-0-0 to 29-2-2, Interior(1) 29-2-2 to 36-0-0 zone; cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads. 5) - This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-8-0 tell by 2-0-0 wide will fa 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) 2=432, 8=432. 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.' Joaquin Votes PE No.68182 N1Tek USA, Ina FL Cart6634 6804 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 QWARNING-Vedlydesi9n pammetemena READ NOTES ON TN/SAND INCLUDED MREKREFERANCEPAGEMX7473mv.. 16TYN15BEFOREUSE Design valid for use only writh Mielei) connectors. Thk design Is based only upon parameters shown, and B for an Individual balding component, not a muss system. Before use, me building designer must verify the applicability of design parameters and properly Incorporate this design Into me overall buldingdedgn. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addifionaltempaarycndpermonentbrocing MiTek- balwaysreWeadfor stability and to prevent collapse wM possible personol injury and property damage, For general guidarx:e regarding Me fabrication. storage, delivery. erection and bracing of trusses and truss systems seeANSVrPl1 Quality Cmeaa, DSB49 and BM Building Component 6904 Parka, East Eest East B Safety MlonnDlbnavaaable from Truss Plate Institute. 218 N. Lee Street Suite 312, Nexondrla VA 22314. Tampa, FL Job Truss Truss Type Oty Ply T19550084 EDEN-MODEL T06 Hip 1 1 �J.bR.tre(,P1l.na0 ence guilders First Source, Plant City, FL - 32566. 8.240 s Feb 7 2020 MTek Industries, Inc. Fri Feb 2810.40:34 2020 Page 1 IDd6671OCZ21 Eq4xvrhYAO(3yhPJt-30bKaePgaTUmPnlllAuPrTyRxSKKIFtA7y-ft zgdtx a1-0.0 6.9.14 I 13.0-0 17-fi-0 I 22-- O 1 2&2-2 1 35-0.0 3&0-0 -0- 6-9.14 fi-2.2 4-fi-0 4-fi-0 6-2-2 6.9-14 0- Scale: 3/16'=1' 4x6 = 314 = 4x6 = 4 518 19 6 a 6 3.6 = 2x4 II 4x6 = axe = 2x4 It 3x6 = 3xB = 4x6 = 69-14 13.0-0 22-0-0 2&2-2 38-0-0 E9-14 1 6.2-2 1 9-0.0 I 6-2-2 1 6-9-04 1 Plate Offsets MY)-- I2:0-3-0,Edgel, f8:0-3-0 Edgel LOADING (pst) SPACING- 2-M CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.24 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.50 12-13 >820 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(CT) 0.13 8 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 173 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or5-1-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Harz 2=93(LC 12) Max Uplift 2=-416(LC 12). 8=-416(LC 13) Max Grew 2=1342(LC 1), 8=1342(LC 1) FORCES. (lb) - Mac CompJMax. Ten. -All tomes 25D (lb) or less except when shown. TOP CHORD 2-3=-26B5/1519, 3-4=-2106/1266, 4-5=-1891/1244, 5-6=-1891/1244, 6-7=-2106/1266, 7-8=-261i5/1519 BOT CHORD 2-15=-129af2397, 13-15=-1296/2397, 12-13= 989/1988, 10-12=-1300/2397, 8-10=-1300/2397 WEBS 3-13=-581/423,4-13= 242/517,5-13=-289/183,5-12=-289/183, 6-12=-242/517, 7-12=-581/423 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsY h=15ft; Cat 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 13-M. Exterior(2) 13-0-0to 17-11-6, Intedor(1) 17-11-6 to 22-0-0, Extedor(2) 22-0-0 to 26-11-6, Interior(1) 26-11-6 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and fight exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 withstanding100 lb uplift atjoint(s) except Qt=lb) 2=416, 8=416. 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.' Joaquin Vain PE No.68182 ?At ek USA, Inc. FL CoA66M 6604 Parke East Bind. Tampa FL 33610 Date: February 28,2020 QWANNa9G-VedrydesignpmameremmdREADNOTES ON TNISANUMCLUUEDMn KAEFEMNCE FAGE4 74"mv. la922015aEFONE USE Design valid for use only wim M6ek® connectors. This design a based only upon parameters shown and Is for an Individual building component not �'- a truss system. Before use, Ole buildhip designer must verify the applicabllity of design parameters and properly incorporate fit design Into Me overall bWtling design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permonent bracing MOW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. Far general guidance regarding the stooge, delivery. creation and bracing of trusses and hues systems. saeANSUIPII pU01My Criteria. DS549 and BCSi Building Component 6904 Pare, East Blvd. Bofirfoenafbmvoaoble from Truss Rate Institute. 218 N. Lee Street Suite 312 Alexandria. VA 22314. Borah, Tampa, FL M610 Job Truss - Oy Ply T79550085 EDEN_MODEL T07 �Truss`Type Hip 1 1 Jab Reference o tiorlal Guilders First Source, Plant City, FL- 32566. 8.'L4U 5 FEU 7 2U2U MI I eK Inaussnes, I=. rn reD 2a lu:4U:Jb xu4u rage T ID1s6710CZ21 Eg4xvrhYAIX3yhPJ1-XcRKYwf2bubLOZMUD7h7x205CKneGfml OnMCTzgdlw 7- - I 27-2 7.67-2 I 00 36-0--0o. 914 7-22 No-D -2 7-514 -0- 0 Scale = 1:64.8 5.00 r12 BIB = 5.6 = 3x6 = 2x4 II 4x6 = 3x4 = 3x8 = 4x6 = 2x4 II 3x6 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Ildeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.17 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.3514-16 >999 180 BCLL 0.0 - Rep Stress Incr YES WB 0.90 Hom(CT) 0.13 9 n(a rJa BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 172 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 2-6-7 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz2=106(LC 12) Max Uplift 2=-433(LC 12). 9=-433(LC 13) Max Grav 2=1342(LC 1), 9=1342(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2655/1475, 3-5= 1932/1180, 5-6=-1715/1172, 6-8=-1933/1180, 8-9- 2655/1475 BOT CHORD 2-16=-1249/2365, 14-16- 1249/2365, 13-14=-805/1714, 11-13=-1252/2365, 9-11=-1252/2365 WEBS 3-16=0/329, 3-14=-733/490, 5-14=-166/445, 6-13- 190/445, 8-13=-732(490, 8-11=01328 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-seccmd gust) Vasd=120mph; TCDL=4.2psk BCDL=3.OpsQ h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 15-M, Exterior(2) 15-" to 24-11-6. Intenor(1) 24-11-6 to 36-0-0 zone; Cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pet 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-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except (jt=lb) 2=433, 9=433. 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.' Joaquin Velez PE No.68182 64Tek USA, Ina FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 28,2020 WARNING- Vedfydesfgnpavarnefersend NEADNOTES ON TN/SAND INCLUDED MREKBEFENANCEPAGEMb7mrax. lobGQals BEFORE USE Design valid for use onlywIn MneWconnectors. TNs design Is based only upon parameters shown, cnd Is for an hdMducl biasing component not ��- a toss system. Before use. Me buadmg designer must verify the applicability of deslgn parameters and properly incorporate this design Into Me overall buiding design. Bracing indicated is to bucWing Individual truss web and/or chord members only. Additional temporary and permanent bracing Mffek' prevent of Is always required for stablily and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me 69N Palle East Bind. fobdcaiion, storage. tl-b,-ry. erection and bracing of trusses and Muss systems weANSUIPII all Crtlen0. DU49 and SCSI Balding Component Tampa, FL 33610 Safety Mformo8orwoilable from Truss mate Institute, 218 N. We Street. Suite 312, Alexandra, VA 22314. Job Tnss Truss Type Ory Ply T19550086 EDEN MODEL TOB Hip 1 1 Job Reference o tional wldars First Source, Plant City, FL - 32566, 8240 s Feb 7 2D20 MITek Industries, Inc. Fn Feb 2810.40:36 2020 Page 1 ID:Ls671OCZ21 Eg4xvrhYAIX3yhPJt-?o?ilGggMBjC?jxgmj CMUGYKuk5c7BPAdR04kvzgdw lsoo s1J I 1as-1a 17OD 17EpI zaea I xe-10-1s 1 asao zsao 18a s1a sz,a 4-0-31Tsb- ass e2-to s1a 1oa - ace Scale=1:64.8 5.00 Fl2 678 d 3x4 = 3xa = 3x4 = LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.46 BC 0.90 WB 0.62 Matdx-SH DEFL in (too) Well L/d Ven(LL) -0.17 16 >999 240 Vert(CT) -0.38 16-18 >999 180 Hom(CT) 0.12 12 n/a n1a PLATES GRIP MT20 2441190 Weight: 171 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-C, 12=0-8-0 Max Hom 2=-120(LC 13) Max Uplift 2=-447(LC 12), 12=-447(LC 13) Max Grav 2=1342(LC 1), 12=1342(LC 1) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-2663/1397, 3-5=-2429/1304, 5-0=-1695/1036, 6-7— 1512/991, 7-e=-1512J991, 8-9=-1695/1036,9-11=-2429/1304,11-12=-2663/1397 BOT CHORD 2-18=-11 BE/2396, 16-18=-900/1926, 14-16=-907/1926, 12-14=-119212396 WEBS 3-18= 299/277, 5-18=-159/493, 5-16— 599/449, 9-16— 599/449, 9-14=-159/493, 11-14=-299/277,7-16=-533/99B NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=120mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interor(1) 2-6-0 to 17-0-0, FExterion(2) 17-0-0 to 22-8-3. Interior(1) 22-8-3 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and fight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) ' This muss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3E-0 tall by 2-0-0 wide will fit between the bottom chard 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 (jt=lb) 2=447, 12=447. 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.' Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 28,2020 Q wABHING-V vDydes/gnparametersend BEAD NOTES ON TH/SANDINCLUDED MDEKBE9EBANCEPAGEMa-747J rev. 10AX11tpi5BEFOBEUSE 'Design valid for use onlywlm Miele® connectors. ThIs design is based only upon parameters shown, and Is for an individual building componerd, not a muss system. Before use, the building designer must verify the applicability of design parameters and propeey Incorporate this design Into nre overall bWdvlgdesign. Bracing Indicated ittoprevent bucBlogoflncMdualhussweband/or Chord members only. Addl6onaltemcorah,"permonent1brocing MiTek' Is always requhed for stabeiry and to prevent collapse with poss ce personal Injury and prop" damage. For general gddance regarding me fabricallon, storage. delivery. erecfion and bracing of husses and truss systems, seeANSUlpil Quality Criteria, D3549 and IICSI Building Component fi9a9 Parka East BNd. Safety Informationovauoble from Trim Rate InsBlute. 218 N. Lee Sheet, Suite 312, Alexandrlo, VA 22314. Tampa FL 5361D Job Teas Truss Type aY Ply T79550087 EDEN_MOOEL T09 Common 17 1 �Jot,Reference(opfional) Demers rust source, ream ctry, rL-azaoo, d 5.00 F12 46 = 6 a.cw a reu r cucu nu, cn „mwww, u— "i Feu u ,u..u.u, — ea= Scale =1:62.4 3z6 = 3x4 = 3.6 = ax8 = 3,6 = ax4 = 3x6 = b LOADING (PSO TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.47 BC 0.92 WB 0.63 Matdx-SH DEFL in (loc) Well Ud Vert(LL) -0.17 14 >999 240 Vert(CT) -0.3814-16 >999 180 Hoa(CT) 0.12 10 We n1a PLATES GRIP MT20 2441190 Weight: 172 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 , - Max Horz2=-123(LC 13) Max Uplift 2=4451(LC 12), 10=-451(LC 13) Max Gmv 2=1342(LC 1), 10=1342(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2663/1353, 3-5=-2429/1256, 5-6=-1693/994, 6-7=-1692/993, 7-9=-2411/1251, 9-1D=-2650/1348 BOT CHORD 2-16=-1126/2395, 14-16=-840/1929, 12-14=-855/1930, 10-12=-1137/2383 WEBS 6-14=-523/1010, 7-14=-610/423, 7-12=-155/484, 9-12=-001/275, 5-14=-609/426, 5-16=-156/493,3-16=-297/275 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. 11; Exp B; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 17-6-0, Exterior(2)17-6-0 to 21-0-0, Intedor(1) 21-0-0 to 36-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=451,10=451. 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 erode.' Joaquin Velez PE No.68182 fAiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 QWARNPIG-Verttydeslgnparemef...d READN0TES ON TN/SAND INCLUDED MITEKREFERANCEPAGEMbx4lore. laLi¢erSSUORE USE Design valid for use only with Milek® connectors, This design Is based only upon parameters shown. and Is for an individual balding component not a truss system. Before use, me building designer mmtverify the oppllcobllity, of design parameters and properly Incarcerate mis design into the whrre gracing indicotedbtoindividual mass web and/or Chad members any, Addltwaltempaoryandpermonentbrachg MiTek' toWdingdesign.prevent budding of Is always required fa stabrn, and to prevent collapse with possible personal Injury and property damage. For general guidance regard'mg me 69N Parke East Blvd. fabrication. storage, delivery, erection and bracing of trusses and truss systems. seeANSU1PI1 Qrxdtly CdN,la, DSB49 and DOI Building Component Tampa, FL 33610 Safety Infpmdalbrtwollobte from Truss Plate Immum. 219 N. Lee Street Suite 312. Alexondrim VA 22314. Job Truss Oty Ply T79550088 EDEN_MODEL T09B �Truss­rypa GABLE 1 1 Job Reference o clonal Builders First Source, Plam City, FL - 32566, 8240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 2810:40:40 2020 Page 1 lD1s6710CZ21 Eg4xwhYAl%3yhPJt-taEDbejAOOEeUKFS7ZHle6jugLWK VmY3Pltgzgdlr 17�aco 11660 221-10 261-0 11^&1-0 I 1a-0 2,.Yo�&I"��tz-0a1-0 a-Ve aGOg toa o-loo Scale =1:66.0 4.6 = 5.00 r12 4x6 ST1.5.8 STP= ST1 5xB STP= 7x10 = 5x6 = 7x10 = 3xS II 4x6 = 12-114 12OU 176 B1-0 11d 1V" tell 22-1-to 23801 2Si1.2 �.tt-0 35-00 1 8_9.14 1 &1-0 s-1 2�2 o4o, 3112 on 1 1&ip I1-2E 2-]-2 d11-1 &1D P4-0 61po o-nr Plate Offsets (XY)— [2:0-5-1,0-1-10], [7:0-0-13,0-1-0], [10:0-5-0,0-4-e], [11:0-0-0,0-3-8], [72:0-3-8,0-1-8], [21:G-5-13,0-0-3], [24:O-4-8,OA-8], [26:0-4-12,0-1-8], [27:0-4-8,0-4-8] 129'0-1-140-1-07 LOADING (psf) SPACING- 2-M CSI. DEFL in (loc) Vdeg Utl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.14 21-23 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.1521-23 >999 iB0 BCLL 0.0 Rep Stress Incr NO We 0.80 Horz(CT) 0.02 26 Na Na BCDL 10.0 Code FBC2017frP12014 Matrix-SH Weight: 280 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc pudins. 3-8,8-20:24 SP No.2, 1-4,19-22: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-2-6 op bracing. BOT CHORD 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 11, 15, 33, 14, 5 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. (lb) - Max Horz 2— 123(LC 13) Mau Uplift A11 uplift 100 lb or less at joints) except 2=-671(LC 27), 21=-1190(LC 38). 27=-941(LC 35), 26=-1661(LC 38) Max Gmv All reactions 250 lb or less at joint(s) except 2=649(LC 48), 21=1243(LC 52). 27=999(LC 48). 27=745(LC 1), 26=3159(LC 1) FORCES. (Ib) - Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1611/1647, 3-6=-1111/1250, 6-7=-790/948,7-9_ 807/914, 9-13=-441/636, 13-16=-721/841, 16-18=-706/744,18-20_ 1038/1064,20-21=-3575/3272,3-5=-645USO. 5-10=-6401725, 10-11=-074/466, 11-12=-39/305, 12-14=-1207/924, 14-15=-1207/924, 15-17=-1246/948,17-20=-1247/948 BOT CHORD 2-28=-1595/1594, 27-28= 821/609, 26-27=-1296/1244, 25-26=-829/744, 24-25=-519/540, 23-24=-2010/2392,21-23=-2865/3154 WEBS 9-11=-654/428, 3-28=d9/314, 20.23=-3821688, 3-27=-762/585, 10-27=-751/762, 12-24=-1144/1767,20-24_ 944/656,7-11=-236/339,11-33=-883//25,16-33=-851/700, 15-18=-365/463,10-26=-2702(2244,12-25=-1462/1040,10-25=-1090/1656 NOTES- (14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-M to 2-", Interior(1) 2-6-0 to 17-6-0, Extedor(2) 17-6-0 to 21-0-0. Interior(1) 21-" to 36-0-0 zone; cantilever left and right exposed ; end vertical 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) Tress designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. Joaquin Velez PE No.68182 6) Gable studs spaced at 2-" oc. MTek USA, Inc. FL Cert 6634 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East BNB Tampa FL 33610 8) • This truss has been designed for a live Toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide Date: will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 671 lb uplift at joint 2, 1190lb uplift at February 28,2020 Q WARNWG-Ve Jy Ceslgn paramefersaeCREAD NOTES ON WISANDWCLUDED MITEKHEFEa CEPAGEMLL7473ree 16TY10159EFOBE USE De9gn va14 for use o""'n Mmek® connectors. fhb design is hosed oNy upon paromonn shown antl 6 for an Intllvltlual bulltlNg component, not a tnas system. Befwe use, the buId O tlesigner must verity In appllcablllN of tle9gn parameters and properly hcorpprote fhb tle9gn info me overall buOtling tle9gn. &acing Ntllwletl k to buckling of IntlivI ual truss web and/or cho'c members oNy. Adel of fempomry and permanent bracing MiTek' prevent 9 always regulretlfor stabaity antl fo prevent col lapse with pndv persona-b-rand pmpedy tlwnago Far general 9uWance regor"gthe fobncation storage, tlellvery, erection antl bracing of busses and buss systems, seeANSI/IP11 Cuo01v CmeM, 033-09 antl ICSI 6uS111 �mponent fie09 Palle East BNtl. Safeh intotmpttorlovoJoble fr.M Truss Plate InsFlMe. 2, a N. Lee Sheaf, Suite 312, Alexontlrio. VA 22 14. Tampa, FL 33610 Jab OlY PlyT19550088 EDENMODEL �Trusrs T09B PsType LE 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.2405 Feb 72020 MITek lndustnes, Inc. Fn Fee 281 U:40:412020 Paget ID:ts671OCZ21 Eg4avrhYAIX3yhPJt-Mmobo_kpBkMV6UpeZGoX&JG3OlsZgOlvry8rP7zgdlq NOTES- (14) 10) This truss has been designed for a total drag load of 100 pit. Lumber DOL--(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-" to 35-M for 100.0 pit. 11) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2471b down and 181 lb up at 27-0.0 on top chord, and 456 lb down and 335 lb up at 27-" on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 13) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). 14)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibilityof the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Unifonn Loads (pill Vert: 13=-54, 3-9=-54, 9-20=-54, 20-22=-54, 2-39= 20, 23-39=-65(F=-45), 21-23=-20, 2040=-93(F) Concentrated Loads (lb) Vert: 23=-456(F) 37=-247(F) Q WARNWG-yeray0es1gnperemetsnsWd READ NOTES ON TNASANDWCLUDEDMI KNEFENANCEPAGEM&74MJ .l�lSBUONEUSE Design valid for use onlywitb Mrels8connectors. This design Is based only upon parameters shown, and star on Individual bustling component not ��- a inm system. Before use, Me balding designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated b to prevent buckling of lodiNldual truss web and/or chord members only. Additional temporary end permanent bracing MiTek- balways reauiredfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fobdcation storage, denvery, election and bracing of trusses and truss systems, seeANSVrPlf Cua0y Weds, OS549 and SCSI Building Component 69M Parke Ent Blvd. Safely from Truss Note Institute, 218 N. We Street, Suite 312. Alexandria VA 223314. Tampa. FL 39610 Job Truss Truss Type Dty Ply T79550089 EDEN MODEL T10 Hip Structural Gable 1 1 �JobRefarence(olpMuml) Builders First Source, Plant City, FL-32566, 5.00 12 Bt e .24O a Feb 12020 MI x indusines, Inc. Fri Feb, n ze 10:40:42 2020 rage 1D1s6710CZ2i Eg4xvrhYAIX3yhPJt-gyM10JIRytUMjeOg7_JmjXoGL98TPp83?NuPxZzgdtr US = 3xS = 3x6 = 3xB = 5.6 = 4 20 5 6 7 21 8 ST1.5x6 STP= 3x4 = 3x6 = W 3x8 = 5xB = Scale=1:62.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdsfl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Ved(LL) -0.13 2-17 >821 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.2810-12 >999 180 BCLL 0.0 ' Rep Stress [nor YES We 0.92 Horz(CT) 0.04 10 n1a r✓a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 1671b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Stmctural mod sheathing directly applied or 2-7-8 oc pudins. 6-8,4-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-17 WEBS 2x4 SP No.3 REACTIONS. All bearings 10-" except at -length) 10=0-8-0, 16=0-8-0. (Ib) - Max Ham 2=67(LC 35) Max Uplift All uplift 100 Ib or less at joints) 16 except 2=-1192(LC 43), 17=-1039(LC 29), 10=-1829(LC 30) Max Grav All reactions 250 It, or less atjoint(s) 16 except 2=1137(LC 30), 17=1766(LC 1). 10=1918(LC 47) FORCES. (lb) - Max. CcmpJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3048/3095, 3-0= 2073/2229, 4-5=-1413/1616, 5-7=-1770/1673, 7-8=-2214/2018, 8-9= 3539/3169, 9-10=-4688/4510 BOT CHORD 2-17=-2973/2860, 16-17= 1319/1417, 14-16=-1022/1120, 12-14=-2586/2629, 10-12=-3992/4352 WEBS 3-17=,389/432, 4-17=-590/570, 5-17=-2109/1907, 5-14=-1026/1251, 7-14=1057/1085, 7-12=-1058/1141, 8-12=567/730, 9-12=-385/376 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Esdenor(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0. Exterior(2) 9-0-0 to 13-11-6, Interiar(1) 13-11-0 to 26-0-0, Exterior(2) 26-M to 30-11-6, Intedor(1) 30-11-6 to 36-0-0 zone; cant lever left and right exposed: end vertical 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) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) 16 except (jt=lb) 2=1192, 17=1039, 10=1829. 7) This truss has been designed for a total dreg load of 250 pit. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect muss to resist drag loads along bottom chord tram 0-0-0 to 35-0-0 for 250.0 plf. 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.' Joaquin Votes: PE No.68182 M rok USA, Inc. FL Cad 6634 $904 Padre East Blvd. Tampa FL 33610 Date: February 28,2020 Q WARNING-VedlydesfgnParsmefersend READ NOTES ON TNISANDMCLUDEOMREKREFERANCEPAGEMIF74MJ v. UVW10015BEFOREUSE Design valid for use only with Maekb connectors. This design Is based only upon parameters shown. and 6 for an halvidual buadig component, not ��- a truss system. Before use, me building designer must verify the applicability of design parameters and property Incorporate the design Into ire Overall Indicated Is buckling Individual truss chord members arty. Addifloncl temporary and permanent bracing M1Te1C binding design.BrAcing to prevent of web and/Of 6 always required for siolauty and to prevent collapse with possible personal Injury and property damage. For general guidance regar frog me fabrication, storage. delivery, erection and bracing of trusses and hum systems, seeANSI/1PI1 Quality Cmab. DS549 and 6CL Bidding Component 69M Pahl East Bivd. Safety Infa na6armfolable from Truss Rate Institute, 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Ply T79550090 EDEN MODEL �Truss T11 �TrussTypo Hip Girder jQty 1 1 Jab Reference (optional) Builders First Source, Plant City, FL-32566, 10x16 MT20HS I I 5.0D 12 6.240 S Feb THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 2x4 11 412 = 3x6 = 3x4 = 5x6 = me. hn 1-eD za lu:4u:4b zuzu 3.4 = 2.4 11 ST1.Sxa STP= ca ov ..c 5.6 =' �Sx6 WB= JV 30 6" = 3x6 = Scale: 3116'=1' LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 p DOL 1.25 Plate Grip Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 Cat. TC 0.97 BC 0.85 WR 0.71 Matrix-SH DEFL Ve1 Vefi(CT) Hoa(CT) in (loc) VdeB L/d -0.2 11-13 >999 240 -0.4811-13 >604 180 0.04 9 his n/a PLATES MT20 MT20HS Weight: 159 lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 3-6:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-5-7 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 5-15 12-14: 2x4 SP M 31 WEBS 2x4 SP No.3'Except* , ' 5-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-e-0, 9=0-8-0, 15=0-8-0 Meet Harz 2= 53(LC 28) Max Uplift 2=361(LC 20), 9=-615(LC 9), 15=-1566(LC 4) Max Grav 2=220(LC 15), 9=1502(LC 20), 15=3859(LC 1) FORCES. (I e) -Max. Comp./Max. Ten. -All forces 256 (Ib) or less except when shown. TOP CHORD 2-3=478/1210, 3-4=-974/2407, 4-5= 974/2407, 5-7=-2295/907, 7-8=-2792/1184, 8-9=-3092/1247 BOT CHORD 2-16— 1085/487, 15-16=-1066/483, 11-13=-1211/2879, 9-11=-1075/2760 WEBS 3-16=-99/450, 5-15=-3062/1447, 5-13=-897/2699, 7-13=-1010/704, 8-11=-927736, 4-15=-275/177,3-15=-1914/822 NOTES- (10) 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsh h=15ft; Cat II; Exte B; Encl., GCp'1-0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=lb) 2=361, 9=615, 15=1566. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 124 lb down and 125 lb up at 7-0-0, 105 fir down and 125 lb up at 9-0-12, 105 Ile down and 125 Ile up at 11-0-12, 1051b down and 125 It, up at 13-0-12, 105 Ile down and 125 lb up at 15-0-12, 105 Ile down and 125 Ib up at 17-0-12, 105 lb down and 125 lb up at 17-11-4, 105 Ib down and 125 Joaquin Velez PE No.68102 Ib up at 19-11-4, 105 Ib down and 125 lb up at 21-11-4, 105 Ib down and 125 lb up at 23-11-4, and 105 He down and 125 Ile up at NTek USA, Inc. FL Cart 6634 25-11-4, and 200 lb down and 234 Ib up at 28-0-0 on top chord, and 320 He down and 130 lb up at 7-0-0, 81 Ile down at 9-0-12, 81 6904 Parke East Blvd. Tampa FL 33810 lb down at 11-0-12, 81 lb down at 13-0-12, 81 Ile down at 15.0-12. 81 Ib down at 17-0-12, 81 lb down at 17-11-4, 81 lb down at Date: 19-11-4, 81 lb down at 21-11-4, 81 Ib down at 23-11A, and 81 Ib down at 25-11-4, and 320 lb down and 130 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. February 28,2020 AWAMMIG-Ver/ydeslgnPammetersendruDIDNOTES ONTHISANDINCLUDEDMrtKREFENANCEPAGEMX74Mmx1D2t2R015BSFOREUSE Deign valid for use onlywith MBel�connectors. This design a based only upon parameters shown, and Is for an Nd'vldual bul dklg component, not �� o truss system. Before use, me building designer must verity the applicability of design parameters and property incorporate this deign Into the ovelcll design. Bradog Indicated to bucking Mc Mducl truss web and/ar chord members only. Additional temporary and permanent bracig MOW building prevent of Is always requkad for stoically and to prevent calopse with possible personal Injury and property damage. For general guidance regarding the fabµation storage, tlelNery, erection and bracing of tnsses and truss systems. seeANsli Di t itted CNeria. DSB49 and BCSI IWIdhO Component v .... nnnN M1nm 1—.p 9 1n..AnAN Ion Sficcl S,Atu 3n. 19. AlarnrvitlVA 99314 e904 Parke East Blvd. Taanpa, FL N610 Job Oty Ply • T7955009D EDEN MODEL �Truss T11 �TrussTypa Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566. 0.240 s Feb 7 2020 MI I ek Industries, Inc. Fn Feb 28 iu:40:45 2020 rage ID1s67IOCZ21 Eg4xvrhYAIX3yhPJt-EX26eLnlFyswa57Po6sTL90kcMBZCDAYL63Yuzgdun 10) '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.' LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 3=-105(B) 8=-153(B) 16=-320(B) 11=.320(B) 17— 105(8)18=-105(B) 19=-105(B) 20=-105(B)21=-105(B)22=-105(B)23=105(B) 24=-105(B)25=-105(8) 26=-105(B) 27=-58(B)28=-58(B) 29=-58(B) 30=-58(8) 31=-58(8)32=58(B)33=-58(B) 34=-58(B)35=-58(B)36=-58(B) ,&WARNING-Verifydes/4Apemmet...dREADN0MS ON MISANDINCLUDEDMREKREFEFANCEPAGEMA'7M.- fabY1p15BEFOBE USE. Design valid for use only with Mgek® connectors. This design 6 based only upon parameters shown. and is for an InGNdual building component, not a awo system. Before use, the building designer must verify the appllcablllry of design porametes and properly Incorporate this design Into the overall building design. Bracing Indicated a to prevent buckling of Individual truss web and/or Chord members only. Additional tempciory and permanent bracing MiTek' Is always required for stability and to prevent collopse with possible personal Injury and properly damage. For general guidance regarding me storage. delivery, erection and bracing of tosses and mas systems, seeANSVTPIt Quality Crab. D3549 and BCSI trading Component fi904 Palle East Blvd.fobdcotioa Baby Informatbrsava0abie from Truss Nate Irstilute. 218 N. Lee Street. Suite 312. Alexandra VA 22314. Tampa, FL East0 Job Truss Truss Type Cry Ply T79550091 EDEN—MODEL T12 Common Supported Gable 1 1 �JoReferenceb (optional) — Builders First Source, Plant City, FL-32566, 4a6 = 8.240 5 Feb 7 2020 MiTek Industries, Inc. Fn Feb 2810:40:46 2020 IDds6710CZ21 Ea4xvrhYAIX3vhPJt-iibUmoxOG_nCFibMpOiuNz5Nm79Lahew7s 10 9 6 3xC 3x4 = 2x4 II 2x4 II 2x4 11 LOADING (psf) SPACING- 2-0-0 Cat. DEFL in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 7 n/r 120 TCDL 7.0 LumherDOL 1.25 BC 0.12 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 ' Rep Stress [nor YES W B 0.12 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 Scale = 1:22.4 PLATES GRIP MT20 244/190 Weight: 48 It, FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-0-0. (Ib) - Max Harz 2=46(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 2,6 except 10=-145(LC 12), il-144(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=298(LC 1), 8=298(LC 1) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-10=-203/398, 5-8=-203/398 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 2-0-0, Exledor(2) 2-0-0 to 6-0-0. Comer(3) 6-0-0 to 9-0-0, Extedor(2) 9-0-0 to 13-0-0 zone; cantilever left and right exposed ; end vertical left and fight elposed;C-C for members and tomes & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Tress designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVrPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed fora 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-" tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 2, 6 except at=lb) 10=145,9=144. 9) '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.' ]a Joaquin Velez PE No.68182 M1Tek USA, Inc. FL Cent 8604 6904 Parke East ENd. Tampa FL 33610 Date: February 28,2020 Job Truss Truss Type Cry Ply T19550092 EDEN_MODEL T13 Common 2 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, e.zau s Feb r 2020 Mn ex arausmes, in . rn rea eo 0.40.4 coca Faye ID1s6710CZ21 Eg4xvrhYAIX3yhPJt-Aw9s3l oZm6egPHowXvxOaW EGA?g4HDo9tbAdnzgdtk -1-0-0 fi-0.0 12-0-0 k 13-0-0 1-0-0 6-0-0 6-0-0 1-0-0 4x6 = ST1.Sx8 STP= an II ST1.5x6 STP= 3x4 = 30 = Scale=1:22.4 LOADING (psQ SPACING- 2-M CS'. DEFL in (loc) Udell LID PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25. TC 0.37 Vert(LL) 1.03 2-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Verl(CT) -0.06 2-6 >999 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.10 Horz(CT) 0.01 4 file We BCDL 10.0 Code FBC2017/rP12014 Matdx-SH Weight: 441b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 no puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=46(LC 12) Max Uplift 2=-173(LC 12). 4=-173(LC 13) Max Gmv 2=491(LC 1), 4=491(LC 1) FORCES. (Ib) -Max CompJMax. Ten. -All forces 250 (16) or less except when shown. TOP CHORD 2.3- 636/377, 3-4=-636/377 BOT CHORD 2-6=-219/523, 4-6-219/523 WEBS 3-6=-21264 NOTES- (6) 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 6-M, Extedor(2) 6-0-0 to 9-M, Interior(l) 9-M to 13-M zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 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 24)-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except gt=lb) 2=173, 4=173. 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.' to Joaquin Velez PE No,68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 QWARNDTG- Ved1ydealgnpammetsMand READNOTES ON TN/SANDINCLUDED MREKREPERANCEPAOEM0.T4Tdrev. fDA3,20159EFOREUSE Design valid form cny Wffi MOek® connectors. This design Is based only upon parameters shown, and Is for an IndMdu it budding component not �'- a truss system. Before use, tine budding designer must verity the applicability of design parameters and propedy Incorporates this design Into me overall design. Bracing Indicated B to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- budding preVent of tsdwaysrequired for stabdlty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delNery, erection and bracing of trusses and truss systems seeANsVrpll Quality CdMrlo, DS549 and SCSI Sugaring Component 69M Parke East Blvd, Safety Ddormationoaaloble from Truss Rate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL W610 Job Tnas .Truss Type Oty Ply T19550093 EDEN MODEL V03 Valley 1 1 Jab Reference (optional) n Builders First Source, ream ury, rr.-x000, 6 d 2x4 4 o1Yv s reu r <vcv mu en nmrumes, n u. r rage . ID3S671OCZ21 Eg4xvrhYAlx3yhPJt-Aw9s31 oZna6egPHowxvxOaWJzA4w41rw9fbAdnzgdtk 4.6 = 2 3 Scale =1:6.9 LOADING (psi) SPACING- 2-0-0 CSI, DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.02 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horsi 0.00 3 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=1-11-6, 3=1-11-6 Max Horz 1=24(LC 9) Max Uplift 1=-14(LC 12), 3=-iB(LC 12) Max Grav 1=41(LC 1).3=41(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 2-0-0 oc pur ins, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl.. GCp4=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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.' Joaquin Velez PE No.68182 lA7ek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 A WARNPIG-Ver/y design peremefersaAdREAD NOTES ON MIS AND INCLUDED MrrEK REFERANCE PA DE M6747a rev. 14101132013 BEFORE USE Design valid for use only whin M6ekQ connectors. This design Is based only upon parameters shown and 6 for an IndMdual building component, not a truss system. Before use. the bWwing designer must verity the appllcablllty of design parameters and properly Incorporate this design inw he overall buid"mgdeygn. Brocing Indicated 6 to prevent budding of Individual trussweb and/or chord members only. AdditionoltemporcryandpermanentbroGng WOW Is always wound for solonly and to prevent collapse with possible personal INury and property damage. For general guldance regarding me 69M Parke East Blvd. fabrication storage, delivery, erection and bracing of trusses and truss systems. seesINSVIPIt Cupltly Colonel, D31149 and SM Building Component Safety WormplbrmoYobte from Truss Prate Institute, 218 N. Lee Street. Suite 312, Nexanddo. VA 22314. Tampa, FIL 33610 Job Truss Truss Type Ory Ply T19550094 EDEN MODEL VO4 Valley 1 1 Job Reference o tional Builders First Source, Plane City, FL - 32566, d d 8.240 a Feb 7 ZWU Mi 1 eK mausmes, Inc. Fn Feb'28 IU:4U:45 LULU Vega 1 I Eg4xwhYAIX3yhPJPe61EGNpCxtEVRZ9__TEOAzo2RhaMSpkaxOJLj9Dzgdtj 2x4 II 3 5 4 2x4 G 2x4 II 2x4 11 Scale-1:17.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Vde6 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) Na - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES We 0.09 Horz(CT) 0.00 4 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 26 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=6-11-0,4=6-1",5=6-11-6 Max Horz 1=131(LC 9) Max Uplift 1=-15(LC 12), 4=-34(LC 9), 5=-137(LC 12) Max Grav 1=99(LC 1), 4=74(LC 1), 5=279(LC 1) FORCES. (Ib) - Malt CompJMax. Ten. -All tomes 250 (lb) or less except when shown. WEBS 2-5=-1951314 Structural wood sheathing directly applied or 6.0.0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f ; Cat. II; Exit B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) 0-9-1 W 3-9-1, Interior(1) 3-9-0 to 6-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 par bottom chord live load nonconcunent 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 Po between the bottom chord and any other members. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) 1, 4 except (jt=lb) 5=137. 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.' Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Q WARNWG-Vedrydes/gnparamefersend READNOTES ON TN/SAND INCLUDED MREKREFERANCEPAGENb7M.x.16D lSBEFOREUSE Design valitl for use only Win Mgek® connectors. this design B based only upon parameters shown, and Is for an Individual building Component, not a truss system. Before use. the buUclhg Designer mug verity the applicability of design parameters and property Incorporate this design Into me overall building deagn. Bracing Indicated is to prevent buckling of mchldualtruss web and/or chord members only. Additional temporary and permanent bracing -M(Tek Is always required For gooDity, and to prevent collcpse with possible personal Ihury and property damage. For general guldance regarding the fabfication, slorbge, delivery. erection and bracing of busses and truss systems. seeANSIM11 Quality Metal. DSB49 land BM Building Component 69N Parke East Blvd. Safety lnformbtionavc0oble from Truss pate InsflMe. 218 N. We Speed, Sulte 312, Nexondrla. VA 22 14. Tampa, FL not Job Truss Truss Type Ory Ply T79550095 EDEN_MODEL V05 Valley 1 1 Job Reference o tional banners rim bourse, rlam ury, rL-J4000. d d o.cva s reu , rays , IDds671OCZ21 Eg4wrhYAlX3yhPJt.71HcUjgglBMM3jRA1 yxP W 7bVU—gMYCH5az4Ghfzgdti 2x4 � 2x4 II LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 SC 0.34 Vert(CT) n/a - rl/a 999 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(CT) 0.00 3 n/a WE BCDL 10.0 Code FBC20171TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=4-11-6,3=4-11-6 Max Hom 1=88(LC 9) Max Uplift 1=-52(LC 12), 3=-66(LC'12) Max Gmv 1=152(LC 1).3=152(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. 2 3 Scale = 1:13.1 PLATES GRIP MT20 244/190 Weight: 16 lb FT=20% Structural wood sheathing directly applied or 5-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 or, bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.16; MW FRS (envelope) and C-C Extedor(2) 0-9-1 to 3-9-1, Intedor(1) 3-9-1 to 4-10-4 zone; cantilever left and fight exposed ; end vertical left and light exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOIr1.60 2) Gable requires Continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 3. 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.' Joaquin Velez PE No.68182 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Q WMNWG-Vetly Oeslgnpuametenr enO NEAR NOTES ON THISM0 INCLUDED M/TEKNEFENANCEPAGEMII-7473rex. lDe 15SEFONE USE Design vend for use only W h MBek®connecton. ltils design a =ad only upon parameters shown, and a form IndNlduol bWd'i g component not a truss system. Before use, the builtling designer must verify the applicability of design parameters and properly Incorporate ihls design Into Me overall building design. Bracing Indicated is to prevent buckling of hdNlduol truss web and/or Word members only. Addltlonal temporary and permanent bracing M!Tek' 6 always required for stabllity and to prevent collapse with pasvble personal Injury and property damage. Far general gultlance regardbg the fob4canon. storage, delivery. eremon and bracing of trusses and truss systems seeANSUrmll Quad Criteria, D5549 and SCSI WIMP Component 6904 Parke East Blvd. Safety InformalbWavoroble from Teas Plate Institute, 21B N. Lee Street. Suite 312. Alexantlrb. VA 14, Tampa, FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 13 ' Center plate on joint unless x y 14- 4 offsets are Indicated. 6-4-8 dimensions shown in ft-In-slxteenths I I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are In ft-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 BCSI. O 7/re cr-T Mz 2. Truss bracing must be designed by an engineer. For 0 WEBS 4 wide truss spacing• individual lateral braces themselves may require bracing, or alternative Tor I c P 0 bracing should be considered. O ey = 3. Never exceed the design loading shown and never inadequately 0- .cs u O stack materials on braced trusses. 0 4. Provide copies of this truss design to the building For;4 x 2 orientation, locate C56 as CHORDS BOTTOM CHORDS designer, erection supervisor, property owner and all other Interested plates 0-'49' from outside parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBEREDAETTERED 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 suitably protected from Plate location details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/rPl 1. software or upon request. NUMBERS/LERERS. 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 ]CC -ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and sae, and 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. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pur ins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSIIrPI 1 section 6.3 These truss designs rely on lumber values i 14 Bottom chords require lateral bracing of l0 ft. spacing, or less, if no ceiling Installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MITek@ All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section Indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown Is for crushing only. 0 18, Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: N 1 project engineer before use. ANSIAPII : National Design Specification for Metal 19. Review all portions of this design (front back words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. a Is not sufficient. BCSI: Building Component Safety Information, Nil 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015