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r MULHERN KULP RESIDENTIAL STRUCTURALENGIN�,ERING 300 Brookside Avenue, Building 4, Ambler, PA 19002 ► p 215-646-8001 ► mulhernkulp.com October 13, 2020 Chad Bally CENTURY COMPLETE 4253 Long Leaf Dr Melbourne FI 32940 Florida Division 1246 Model — Elevation B — Up to 166 MPH Exp. C BFS ROOFTRUSS SHOP DRAWING REVIEW M+K Project #: 195-19004 (27) RECEIVED Nov 1 E0�0 permitting Qgpartment SC.. l,ugiu 40409y Reference Roof Truss Shop Drawings prepared by Builders FirstSource, Inc., dated- July 17, 2019. Mr. Bally: Pursuant to your request, we have reviewed the above referenced engineered roof truss shop drawings for the above referenced model and elevation. The scope of our review was to verify conformance with the structural design prepared by our office and to certify that the design loads used for their design meet or exceed the Code required criteria. Our review did not include dimensional checks, truss profiles or truss quantities. Our review found the engineered roof truss shop drawings meet or exceed the structural framing Dian specifications and are in general conformance with the contract documents and are approved. Please feel free to call if you have any questions. Respectfully, MULHERN & KULP STRUCTURAL ENGINEERING, INC. James G Friling, P.E. Principal/Director of Operations ®�®eee rasa®B��OC,d ?tee®�����R/��✓ice e� 00e C E N100 me No 824 to:..� •�.Os TAT OF •�� `, o ° a S ••.•.o•• C?�e Signature +Seal 10113120 P.•I Client Filesl 195 - Wade Jumey Homes1201i19004 - Lakewood Park Communitylxxrx Coquina ave - 1246 B RHISubmittals12020-10-13 - struct submittal12020- 09-24 - 1246 Model - Elev. B - FL RTShop Drawing Letterdoa 1 ARROW ON THE TRUSS REPRESENTS ITS LEFT END TOE -NAIL CONNECTION FROM JACKS TRUSS'S PER MITEK CONNECTION DETAIL GRIII Al 1 - - - - -- --- -- - - - - :- - - 1— 11 -9 _1 00 Al Al Al1—. TA_._ • - - - - - ----- --- - - - -- - -- - — — — - -- - - - - - - - - - - - --11 - 11 11-- 11 - = III��■ r i'i`i° ■ � aa'i'i'a�i Nr 'ITCl) ' 1 1' 1' 1' • �:C011PA 11 11 1: 11 1 11 11• :J 1 :J3 :J5 :J3 :J1 RECEIVED Nov R 1070 PeISt.Lucia 13911tysnt Bus FirstSource Builders FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone:(813) 759-5922 Fax:(813) 752-1532 http://www.bldr.com General Notes: - Per ANSI/TPI 1-2007 all "Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. Dimensions are Feet -Inches- Sixteenths. Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) - Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. - Use 10d x 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions ENCLOSED BUILDING (COND. 1)(CAT. II) 160 MPH EXPOSURE C TCLL: 20 PSF TCDL: 7 PSF BCLL: 10 PSF "Non -Concurrent" BCDL: 10 PSF DURATION: 1.25 -- - -- — - Only reactions greater than 5,000 Ibs & uplifts greater than 1,000 Ibs are noted on the truss placement page Wade 7urney Homes 1246 Grp 2 Elevation B Lot Swing Right Layout: 1246-B-G R-LAY Date: 06/06/19 Revision History: Rev1: 07/17/19 Rev2: 07/24/19 Rev3: e 'Lumber design values are in accordance with ANSI/TPI 1 section 6.3 (These trg&gggns rely on lumber values established by others. I MiTek Neu 13 °z° P2rmtt�ng rkaTet"L:�Ti"61� st, 6a110 190unty MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Wade Jurney Homes Project Name: 1246 B Model: 1246 Tampa, FL 33610-4115 Lot/Block: i Subdivision: Lakewood Park Address: Coquina Ave City: St Lucie 1 State: FL 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 Igo Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 27 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 iof the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Datel 1 T17272612 Al 6/6/19 2 T17272613 CJ1 6/6/19 3 T17272614 CJ3 6/6/19 4 T17272615 CJ5 6/6119 5 T17272616 EJ4 6/6/19 6 T17272617 ER 6/6/19 7 T17272618 GR1 6/6/19 8 T17272619 GR2 6/6/19 9 T17272620 GR3 6/6/19 10 T17272621 H1 6/6/19 11 T17272622 H2 6/6/19 12 T17272623 H3 6/6/19 13 T17272624 H4 6/6/19 14 T17272625 H5 6/6/19 15 T17272626 H6 6/6/19 16 T17272627 H7 6/6/19 17 T17272628 H8 6/6/19 18 T17272629 H9 6/6/19 19 T17272630 HJ1 6/6/19 20 T17272631 HJ2 6/6/19 21 T17272632 HJ3 6/6/19 22 T17272633 T1 6/6/19 No. Seal# Truss Name Date 23 T17272634 T2 6/6/19 24 T17272635 T3 6/6/19 25 T17272636 T4 6/6/19 26 T17272637 T5 6/6/19 27 T17272638 T6 6/6/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSUTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSUrPI 1, Chapter 2. I 44 IV.� �`•%,<�,•�.�G E NSF '•i i 93 0 X STATE, OF : 4/ J. Thomas A. Albani PE No.39380 MITek USA, Inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply ' T17272612 1246 A Al Common 6 1 Job Reference (optional) Builders rust source, h9ant city, FL-JZ=0, o.[4"5 may lazulu colrex Inuu5ulub, 111G. rr1U dun u lu:[r 0[ula rdJu 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-d8Zv6QOFIIKzIXBC8z?mIQXBW3YaulVX5H7Pouz8z?8 1-0-0 6.3-13 11-9-15 17-4-0 22-10-1 26-4-3 34-8-0 5-8- -0-0 6-3-13 5-6-1 5-6-1 5.6-1 6-3-13 -0-0 I Scale= 1:61.8 46 = 4.00 12 6 N 6 &B = 3x4 = 46 = 3xB = 46 = 3x4 = 3x8 = Plate Offsets (X,Y)— [2:0-0-6,Edge], It0:0-0-6,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.27 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.49 14-16 >824 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 161 lb FT = 20% LUMBER- ! BRACING - TOP CHORD 2x4 SP No.2 I TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or'2-2-0 oc bracing. WEBS 2x4 SP No.3 I REACTIONS. (lb/size) 2=1330/0-8-0, 10=1330/0-8-0 Max Harz 2=-111(LC 13) Max Uplift 2=-622(LC 8), 10=-622(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown TOP CHORD 2-3=-3136/1920, 3-5=-2866/1755, 5-6=-2016/1351, 6-7=-2016/1351, 7-9=-2866/1755, 9-10=-313611920 BOT CHORD 2-16=-170612920, 14-16=-1375/2424, 12-14=; 139112424, 10-12=-1722/2920 WEBS 6-14=-548/968,7-14=-706/535, 7-12=-165/49,1, 9-12=-317/319,5-14=-706/535, 5-16=-165/491,3-16=-317/319 1 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 17-4-0, Exterior(2) 17-4-0 to 21-4-0, Interior(1) 21-4-0 to 35-8-0 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-M wide will fit between the bottom chord and any other members. 1 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=622,10=622. S A. �i % 0 Abe 0 • V F / No 39380 10s`SfO N Ati E�1``�� ill 11.1 Thomas A. Alban] PE No.39380 MITek USA, Inc. FL Cert 6634 6994 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1101-7473 rov. 1e/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual tn)ss web and/or chord members only. Additional temporary and permanent bracing MiTe K• is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infomration available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17272613 1246 A CJ1 Comer Jack 12 1 Job Reference (optional) t3mloers virst Source, Plant ury, f-L - 3200b, o.cvu s n ©y w —._ 'xe Gn n ���e zI n �. oy= ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-d8Zv6Q0FIIKzIXBCBz?mIQXJa3ncuRMX5H7Pouz8z?8 -1-0.0 1-0-0 , LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Cade FBC2017/TPI2014 1-0.0 ST1.5x8 STP = CSI. DEFL. in (loc) I/defl L/d TC 0.10 Vert(LL) 0.00 2 >999 240 BC 0.03 Vert(CT) -0.00 2 >999 180 WB 0.00 Horz(CT) -0.00 3 n/a We Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=-3/Mechanical, 2=120/0-3-0, 4=10/Mechanical Max Harz 2=40(LC 8) Max Uplift 3=-5(LC 13). 2=-135(LC 8). 4=-13(LC 8) Max Grav 3=16(LC 8), 2=120(LC 1), 4=19(LCi3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) on less except when shown Scale = 1:6.1 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100lb uplift atjoint(s) 3, 4 except (jt=lb) 2=135. I ,`rrrr��111111,'� ``,OOPS A. q�e �i,�. �`` •� .• .GENg• •'�2�i V R• i No 39380 :lr- Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: I uu11G U,LU I: ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M17473 rev. 10/032015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based. only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing. indicated Is to prevent buckling of individual 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 bracing of trusses and truss systems, see ANSI rP11 quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17272614 1246_A CJ3 Jack -Open 11 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 zul9 MI I eK moustrles, mc. I nu dun b io:zt:34 2U19 rage 1 ID: UyCLZwZ4JTwk9yB1 zl oERdz9?TU-6K7HK11 tWbSgvhmOih W?ge4ThS4oducgKxtzKKz8z?7 3-0-0 1-0-0 3-M Scale = 1:9.4 ST1.5x8 STP = I 3-0-0 3-0-0 Plate Offsets (X Y)— [2:0-2-14,0-0-10) LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.14 Vert(LL) 0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=64/Mechanical, 2=177/0-3-0, 4=28/Mechanical Max Horz 2=72(LC 8) Max Uplift 3=-59(LC 12), 2=-176(LC 8), 4=-39(LC 8) Max Grav 3=64(LC 1), 2=177(LC 1). 4=56(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS Ifor 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-M 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) 3, 4 except (jt=lb) I t l l f f ���� 2=176. %%►�I q q4, % oONS �•,�,� . DENS- •q,L�� No 39380 • 4(/ I � O A� %%%% N Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ,&WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-7473 m¢ 10/03/2afs BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss TrussITypeClty Ply T17272615 1246 A CJ5 Come IrJack 4 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1-0-0 3x4 = ST1.5x8 STP 4.00 12 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:34 2019 Page 1 ID: UyC LZwZ4JTwk9yB1 zl oERdz9?TU-6K7HKI1 tWbSgvhmOih W?ge4OMS2CducgKxtzKKzBz?7 5.0-0 5.0-0 Scale = 1:13.3 LOADING (psf) 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/TP12014 CSI. TC 0.48 j BC 0.26 - WB 0.00 Matrix-P DEFL. in (loc) I/deft L/d Vert(LL) -0.03 2-4 >999 240 Vert(CT) -0.05 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 2441190 Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-M oc purlins. BOT CHORD 2x4 SP No.2 I BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4 46/Mechanical Max Horz 2=105(LC 8) Max Uplift 3=-103(LC 12), 2=-165(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1). 4=92(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) it less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-0 Ito 3-M, Interior(1) 3-0-0 to 4-11-4 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 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 Ithe bottom chord in all areas where a rectangle 3-M 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 (jt=1b) 3=103,2=165. ♦♦OMPS A. ♦ No 39380 :9 w 0.. .0RyO,.'♦♦� ,O N ssA` fill IIIII0 Thomas A. Albanl'PE No.39380 I Welk USA; Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ,&WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. ° Design valid for use only with MiTekOa connectors. This design is based jonly upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual lrriss 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 bracing of trusses and truss systems, see ANS11nell quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312,.Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss ype Qty Ply T17272616 1246_A EJ4 Jack -Open 10 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:35 2019 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-aWhgX52VHvagXrKaGO2ENrcccsQ6MLsgZbcWsnz8z?6 4-0-0 Scale = 1:11.1 ` 4.00 12 I 2 I I � r N 1 4 20 — �T1.5x8 STP = 4-0-0 4-0-0 Plate Offsets (X,Y)— [2:0-2-14,0-0-10] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 2 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 2.4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Mat rix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=84/Mechanical, 2=219/0-8-0, 4=36/Mechanical Max Horz 2=88(LC 8) Max Uplift 3=-78(LC 12), 2=-154(1-C 8) Max Grav 3=84(LC 1), 2=219(LC 1), 4=72(LC 3) I , FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) of less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124Imph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat.'11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 3-114 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 psf bottom chord liYe load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=154. ♦♦♦ZQ.GEN• No 39380 Thomas k Albanl PE No.39380 MiTek USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A -- WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual 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 bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply 1 T17272617 1246_A EJ7 Jack -Open 12 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 3x8 = ST1.5x8 STP = 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:35 2019 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-aWhgX52VHvagXrKaGO2ENrcUjsKZMLsgZbcWsnz8z?6 7-0-0 7-0-0 Scale = 1:16.9 LOADING (pso SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.13 2-4 >617 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 2-4 >434 180 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 Matrix-SH Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=160/Mechanical, 2=324/0-8-0, 4I=77/Mechanical Max Horz 2=138(LC 8) Max Uplift 3=-131(LC 12), 2=-190(LC 8) Max Grav 3=160(LC 1), 2=324(LC 1). 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or, less except when shown. NOTES- I 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124Imph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-0'Ito 3-M, Interior(1) 3-0-0 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 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 (jt=lb) 3=131, 2=190. j ```��111111!!l���,I .`�.�`� •' G E N 3 • •. 9�Ji �. No 39380 i..�ss'� N Al E�%��� Thomas A. Albani'PE No.39380 MlTek USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITERREFERENCE PAGE 11111-7473 rev. 10/0312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of designparameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss ype Qty Ply T17272618 1246_A GR1 Hip Gi'fder 1 2 Job Reference (optional) Builders First Source, Plant City, FL - 32566, i 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:38 2019 Page 1 ID:UyCLZwZ4JTwk9yB1z1oERdz9?TU-_5MDA74OZgyFO139xXbx?UE244JYZXjGFZrAT5z8z?3 -,1-0-0 13-1011 20-9-15 27-8.0 34.8-0 35-8-Q -0-0 7-0-0 6-10-� 6-11-13 6-10-1 7-0-0 -0-0 Scale = 1:62.9 4.00 12 6x8 = 1 2.4 II 4x6 = 3x4 = 6x8 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-5,5-7: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 'Except' 11-13: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=261710-8-0, 8=2617/0-8-0 Max Harz 2=48(LC 8) Max Uplift 2=-1481(LC 4), 8=-1481(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) TOP CHORD 2-3=-7317/4000, 3-4=-10501/5797, 4-6=-1 BOT CHORD 2-14=-3742/6878, 13-14=-3732/6843, 12-1 8-10=-3696/6876 WEBS 3-14=-161/668, 3-13=-2119/3946,4-13=-8 7-1 0=-1 60/661 CSI. DEFL. in (loc), I/deft Ud PLATES GRIP TC 0.63 Vert(LL) 0.61 12-13 >670 240 MT20 244/190 BC 0.75 Vert(CT) -0.83 12-13 >494 180 WB 0.76 Horz(CT) 0.12 8 n/a n/a Matrix-SH Weight: 393 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-3-2 oc bracing. less except when shown. )1/5797, 6-7=-10541/5817, 7-8=-7315/4000 -5712/10539, 10-12=-3686/6841, 6-12=-882/695,7-12=-2142/3990, NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. , Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loadslnoted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124,mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; 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 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord Ilya load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1481, 8=1481. A. *%% 0 •�',-- \G E N.- No 39380 = * r rb� fizz i • <</411 0� .4ee %%% Thomas A. Albanl PE No.39380 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 AWARNING - Verity.design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/I015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based'only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall {t p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I 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 bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss jType Qty Ply T17272618 1246_A GR1 Hip Girder 1 2 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.24U s May 13 ZU19 MI I eK Industries, Inc. I nu Jun 6 Ib:Zf:SB ZU19 Page 2 �. ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-_5MoA74OZgyFO139xXbx?UE244JYZXjGFZrAT5z8z?3 NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 260 lb up at 7-0-0, 106 lb down and 134 lb up at 9-0-12, 106 lb down and 134 lb up at 11-0-12, 106 lb downland 134 lb up at 13-0-12, 106 lb down and 134 lb up at 15-0-12, 106 lb down and 134 lb up at 17-0-12, 106 lb down and 134 lb up at 17-74, 106 lb down and 134 lb up at 19-74, 106 lb down and 134 lb up at 21-7-4, 106 lb down and 134 lb up at 23-7-4, and 106 lb down and 134 lb up at 25-74, and 223 lb down and 260 lb up at 27-M on top chord, and 296 lb down and 203 lb up at 7-0-0, 81 lb down and 20 lb up at 9-0-12, 81 lb down and 20 lb up at 11-0-12, 81 lb down and 20 lb up at 13-0-12, 81 lb down and 20 lb up at 15-0-12, 81 lb down and 20 lb up at 17-0-12, 81 lb down and 20 lb up at 17-74. 81 lb down and 20 lb up at 19-7-4, 81 lb down and 20 lb up at 21-74, 81 lb down and 20 lb up at 23-7-4, and 81 lb down and 20 lb up at 25-74, and 296 lb down and 203 lb up at 27-74 on bottom chord. The design/selection of suc connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate,lncrease=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert:3=-176(F) 7=-176(F) 14=-296(F) 10=-296(F) 15=-106(F) 16=-106(F) 17=-106(F) 18=-106(F) 19=-106(F) 20=-1 06(F) 21 =-1 06(F) 22=-106(F) 23=-106(F) 24=-106(F) 25=-57(F) 26=-57(F) 27=-57(F) 28=-57(F) 29=-57(F) 30=-57(F) 31=-57(F) 32=-57(F) 33=-57(F) 34=-57(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMlI-7473 rev. 101O3,2915 BEFORE USE. WIF Design valid for use only withMiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP1f Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss TrusslType Qty Ply T17272619 1246 A GR2 GABLE 1 1 Job Reference (optional) IduilOers First Source, Plant cny, FL - 32b65, d.24U s may to zu-i `d MI I eK mousmles, mc. I nu dun o-Io:LG4u zu iv rage I ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-wUUZap6e5RCzecDY2xdP4vKP6tyolSsZitKHX_z8z?1 >0-2-4 27-0-4 34-8-0s-8-o 5-0-6 6-10-0 7-7-12 -0-0' 5x8 7 4.00 12 5x6 = 46 6 3 4 ,n 1 2 I o 3x8 = ST1.5x8 STP = 21 41 20 42 3x6 = 17 43 44 19 18 4x12 = 3x4 = 3x8 = 3x6 3x6 II 4x6 = 8 3x4 g 40 3x6 10 23 11 al 3x8 = 4516 46 15 47 48 1449 50 51 5x8 = 46 = Scale: 3/16'=l' ST1.5x8 STP = 3x6 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.19 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.23 14-16 >996 180 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 204 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-12 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 23, 25, 26 OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-0-0 except (jt=length) 2=0-8-0, 12=0-8-0. (lb) - Max Horz 2=94(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 2=-315(LC 4), 19=-238(LC 8). 18=-1043(LC 4), 12=-606(LC 5) 1 Max Grav All reactions 250 lb or less at joint(s) except 2=452(LC 19), 19=516(LC 19), 19=435(LC 1). 18=1777(LC 1), 18=1777(LC 1), 12=886(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-724/446, 34=476/258, 4-5=-476/258,15.6=-463/758, 6-7=-422/771, 7-8=451/346, 8-9=466/322,9-11=-1423/864,11-12=-1864/1212 BOT CHORD 2-21=-459/644, 20-21=-455/636, 19-20=-482/384, 18-19=-747/535, 16-18=-714/505, 14-16=-1009/1638,12-14=-1078/1709 I WEBS 5-19=412/266, 18-27=-1586/971, 7-27=-1586/971, 7-25=-93511576, 16-25=-931/1553, 16-23=-1121/761,9-23=-1126/754,14-22=-110/432,9-22=-110/432,5-20=-628/1000, 7-26=-213/322, 11-22=-398/374 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. ll; Exp C; 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 1 3) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the face), see Standard Industrl Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 Co. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf onithe bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 315 lb uplift at joint 2, 238 lb uplift at joint 19, 1043 lb uplift at joint 18 and 606 Ito uplift at joint 121 Ia�,����' S. A. No 39380 �-0� i14,�ss'O N A� �%C? �. Thomas A. Albans PE No.39380 MITek USA, Ind. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING- Verify design parameters and READ NOTES ON THIS i ND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a 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 individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss TrussiType City Ply T17272619 1246 A GR2 GABLiE 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, NOTES- 10) Hanger(s) or other connection device(s) shall be provide( 4-7-11, 70 lb down and 80 lb up at 6-7-12, 21 lb down at down and 113 lb up at 30-8-0 on top chord, and 45 lb do down and 91 lb up at 16-6-5, 80 lb down and 91 lb up at 23-6-15, 80 lb down and 91 lb up at 25-6-15, 32 Ib down designtselection of such connection.device(s) is the respl 11) In the LOAD CASE(S) section, loads applied to the face ( LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, P Uniform Loads (plf) Vert: 1-3=-54, 35=-54, 5-8=-54, 8-13=-54, 24 Concentrated Loads (Ib) Vert: 10=-30(B) 21=-12(B) 20=-16(B) 3=-48(B) 48=-80(B)49=-16(B)50=-16(B)51=-12(B) 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:40 2019 Page 2 ID:UyCLZwZ4JTwk9yB1z1oERdz9?TU-wUUZap6e5RCzecDY2xdP4vKP6tyolSsZitKHX_z8z?1 sufficient to support concentrated load(s) 105 Ib down and 113 lb up at 4-0-0, 70 lb down and 80 lb up at 118 lb up at 8-7-12, 70 lb down and 80 lb up at 27-6-15, and 70 lb down and 80 lb up at 29-6-15, and 105 lb ,n and 73 lb up at 4-0-0, 32 lb down at 4-7-11, 32 lb down at 6-7-12, 92 lb down and 65 lb up at 8-7-12, 80 Ito 17-6-15, 80 lb down and 91 lb up at 19-6-15, 80 lb down and 91 lb up at 21-6-15, 80 lb down and 91 lb up at it 27-6-15, and 32 lb down at 29-6-15, and 45 lb down and 73 lb up at 30-8-0 on bottom chord. The lsibility of others. the truss are noted as front (F) or back (B). Increase=1.25 11=48(B) 38=-30(B)40=-30(B)41=-16(13)42=-92(B)43=-80(B)44=-80(B)45=-80(B)46=-80(B) 47=-80(B) ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10103)2015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based lonly upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual tr6ss web and/or chord members only. Additional temporary and permanent bracing WOWis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss Systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available fromTruss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17272620 1246 A GR3 Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 5 15:27:41 2019 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-Og2xo96GslKgFmokcf8ed6seaHRCm2GixX3g4Qz8z?O -1-0-0 3-0-0 6-9-0 9-9-0 10-9 0 1.0.0 3-0-0 3-9-0 3-0-0 1-0-0 Scale = 1:21.8 4x6 = 4.00 12 5x6 = ST1.5x8 STP = ! zx4 11 vxu — ST1.5x8 STP = 3x4 = 3-0-0 6-9-0 9-9-0 31-0 3-9-0 3-M Plate Offsets (X,Y)— [2:0-2-0Edge), [5:0-2-0 Edge] LOADING (pso SPACING- 2-M j CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.07 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.05 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.01 5 n/a file BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid, ceiling directly applied or 6-6-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=45110-3-0, 5=45110-3-0 Max Horz 2=-27(LC 5) Max Uplift 2=-467(LC 4), 5=-467(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-868/888, 34=-783/836, 4-5=-871/889 BOT CHORD 2.8=-798/791, 7-8=-781/780, 5-7=-807/794 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 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-M tall by 2-0-0 wide will fit between the bottom chord and any other members. 1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 467lb uplift at joint 2 and 467lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 82 lb down and 134 lb up at 3-0-0, and 35 lb down and 58 Ito up at 4-10-8, and 82 lb down and 134 lb up at 6-9-0 on top chord, and 101 lb down and 89 lb up at 3-M, and 22 lb down and 47 lb up at 4-10-8, and 101 lb down and 89 lb up at 6-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. F 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). I LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumberincrease=1.25, Plate'Increase=1.25 Uniform Loads (plo Vert: 1-3=-54,,3-4=-54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Vert: 4=-23(B) 8=-7(B) 7=-7(B) 3=-23(B) 9=-10(B) 10=-8(B) ,,`��11111'111j111, A ,%% ed, ........ \ C E N S •: 9�ji �i No 39380 • r � r � * r r r lid '. .40R\O;,. ♦�. Thomas A. Albanl PE No.39980 M[fdk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6.2019 I ' ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0.7473 rev. 1OV0312015 BEFORE USE. ' Design valid for use only with MiTek0 connectors. This design is based'only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITBK• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17272621 1246_A H1 Hip 1 1 Job Reference (optional) tsu9aers rlrst source, mans Lay, rL - ozaoo, 11-M 4-10-14 13-2-0 5x6 = 4.00 12 4 o.cvu s ""y 10 cu is M 1 en 111—u—, IIIG. 111. 1.11 o 1o.u.vc cu ro rays 1 ID: UYC LZwZ4JTwk9yB1 zl oERdz9?TU-tscJ?V7ud3ShlwNwAMgt9KPfahcbVPrsABpOctz8z?? 29-9-2 34-8-0 5-8- 8-3-2 4-10-14 -0-0 3x4 = 4x6 = 3x4 = 5x6 = 5 19 6 20 7 8 Scale = 1:62.9 1 ST1.5x8 STP = 16 15 14 13 12 ST1.5x8 STP = 3x8 = 3x6 = 4x6 = 3x4 = 4x6 = 3x8 = US = 9-0-0 174-0 25-8-0 34-8-0 9-0-0 ! B-4-0 84-0 9-0-0 Plate Offsets (X,Y)— [2:04.0,Edge], [6:0-3-0,Edge], [10:0-4-D,Edge] LOADING (psf), SPACING- 2-M CSI. DEFL. in (loc) 1/de6 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.40 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.65 14-16 >627 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Cade FBC2017/TP12014 ( Matrix-SH Weight: 158 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6,6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1330/0-8-0, 10=1330/0-8-0 Max Horz 2=61(LC 12) Max Uplift 2=-666(LC 8), 10=-666(LC 9) I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3162/2312, 34=-2905/2028, 4-5=-2682/1951, 5-7=-3461/2409, 7-8=-2682/1951, 8-9=-2905/2028,9-10=-3162/2312 BOT CHORD 2-16=-2103/2944, 14-16=-2217/3348, 12-14-2219/3348, 10-12=-2106/2944 WEBS 3-16=-250/386, 4-16=-442/736, 8-12=-442/736, 9-12=-250/386,5-16=-900/697, 5-14=0/281, 7-14=0/281, 7-12=-900/697 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=1241mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Interior(1) A. 14-7-14 to 25-8-0, Exterior(2) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 35 8-0 zone; cantilever left and right exposed ;end vertical left `� `V• • • •' e9 ��i and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=-1.60 plate grip DOL=1.60 I`� �� .r� ' G E IV �\ S�.•.• �j/ �� 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 39380 5) ` This truss has been designed for a live load of 20.Opsf on bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide the will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 666 lb uplift at joint 2 and 666 lb uplift at joint 10. 1 "17 : ir Vie 410N A C� �. j Thomas A. Alberti PE No.39380 Welk USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/031201¢ BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a 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 individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available fmm Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17272622 1246_A H2 Hip i 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:44 2019 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-pFk3QA999giP6DWJHniLEIU2QULnzKd9dVlVglz8z_z -,1-0-0, 5-10-14 11-0-0 17-4-0 23-8-0 , 28-9-2 34-8-0 35-8-q 0-0 5-10-14 5-1-2 6 4-0 6-4-0 5-1-2 5-10-14-0-0' Scale = 1:62.9 I14 6 ST1.5x8 STP = - 16 15 14 13 12 11 10 ST1.5x8 STP = 3x8 = 2x4 II 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 2x4 II 3x8 = I LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.33 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.54 11-13 >753 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1330/0-8-0, 8=1330/0-8-0 Max Horz 2=73(LC 16) Max Uplift 2=-658(LC 8), 8=-658(LC 9) FORCES. (lb): Max. Comp./Max. Ten. -All forces 250 (lb) of less except when shown. TOP CHORD 2-3=-3200/2244,3-4=-2704/1937, 4-5=-2947/2159,5-6=-2947/2159,6-7=-2704/1937, 7-8=-3200/2244 l BOT CHORD 2-16=-2037/2967, 15-16=-2037/2967, 13-15-1623/2510, 11-13=-1625/2510, 10-11 =-2040/2967, 8-1 0=-2040/2967 WEBS 3-15=490/441,4-15=-141/361,4-13=-398/645,5-13=-386/406,6-13=-398/645, 6-11=-141/361, 7-11 =-490/44 1 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 23-8-0, Exterior(2) 23-8-0 to 29-3-14, Interior(1) 29-3-14 to 35-8-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1 6) Provide mechanical connection (by others) of truss to beari g plate capable of withstanding 658 Ib uplift at joint 2 and 658 lb uplift at joint 8. %%% �� • �eq ��I No 39380 • 1ONA11111, Thomas A. Albanl PE 6.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/032015, BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is toprevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17272623 1246 A H3 Hip 1 1 1 1 Job Reference (optional) tsuilaers mist bounce, t9ant city, YL - az000, o.z4u s May IJ Lu la MI1 eK Irluuslrles, [FIG. I nu Jul] O 1D:Z 90 Gu IC raye I ID:UyCLZwZ4JTwk9yBlzloERdz9?TU-HRHSeWAnw_gGkN5VrVDanylDSugyimlls912CBz8zy 1-0 6-10-14 13-M 17�-0 21-8-0 27-9-2 34-8.0 5-8- -0-0 6-10-14 6-1-2 i 4-4-0 4-4-0 6-1-2 6-10-14 -0-0 4.00 12 I 6x8 = 4 17 5x6 = 18 5 19 Scale = 1:62.9 3x8 = 2x4 II 3x6 = 3x8 = 2x4 II 3x8 = 3x4 = 4x6 = Plate Offsets (X,Y)— [2:0-0-2,Edge], [4:0.4-0,0-2-6], [7:0-0-2,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TIC 0.68 Vert(LL) 0.28 11-13 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.59 11-13 >694 180 BCLL 0.0 Rep Stress Incr YES I WB 0.49 Horz(CT) 0.15 7 We n/a BCDL 10.0 Code FBC2017/TP12014 f Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 `Except' 4-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1330/0-8-0, 7=1330/0-8-0 Max Horz 2=-84(LC 13) Max Uplift 2=-649(LC 8), 7=-049(LC 9) PLATES GRIP MT20 244/190 Weight: 166 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-0 oc bracing. WEBS 1 Row at micipt 4-11 FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3166/2189, 3-4=-2541/1822, 4-5=-2353/1797, 5-6=-2543/1823, 6-7=-3165/2189 BOT CHORD 2-14=-1977/2932, 13-14=-1977/2932, 11-13=-1495/2351, 9-11=-1981/2932, 7-9=-1981/2932 1 WEBS 3-13=-624/512, 4-13=-141/472, 5-11=-142/4 2, 6-11=-622/511 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124irnph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 21-8-0, Exterior(2) 21-8-0 to 27-3-14, 1nterior(1) 27-3-14 to 35-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and farces & 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 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 649 lb uplift at joint 2 and 649 lb uplift at joint 7. n 1A 6 ``,��1111111/��'' ,,,��O�PS A. 4$' i No 39380 ; 44/%, .o� nl Thomas A. Alban! PE No.393BO MlTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ,&WARNING - Verity design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rov. 101032015 BEFORE USE. Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss;Type Ply T77272624 1246_A H4 Hip : �Qty 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:46 2019 Page 1 ID:UyCIZwZ4JTwkgyBlzloERdz9?TU-IergrsAPhHy7MXgiPCkpJAaLEIzeR57R5pnbkez8z—x �1-0-0, 7-10-14 15-0 0 19-8-0 26-9-2 _ _ 34-8-0 3i5-8-0 -0-0 7-10-14 7-1-2 4-8-0 17-1-2 7-10-14 —0 0 I ,4.00 112 5x6 = 5x6 = 3x8 = 2x4 II 1 4x6 = 3x4 = 2x4 II 3x8 = I 3x4 = 4x6 = I I I I 7-10-14 15-0-0 19-8-0 26-9-2 34-8-0 7-10-14 7-1-2 4-8-0 7-1-2 7-10-14 Plate Offsets (X,Y)— [2:0-0-6,Edgel, [9:0-0-6,Edge] LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 TCDL 7.0 Lumber DOL 1.25 BC 0.99 BCLL 0.0 Rep Stress Incr YES WB 0.99 BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1330/0-8-0, 9=133010-8-0 Max Horz 2=96(LC 16) Max Uplift 2=-637(LC 8), 9=-037(LC 9) Scale: 3/16'=l' m A IA 6 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.51 14-16 >808 240 MT20 2441190 Vert(CT) -0.73 11-13 >556 180 Horz(CT) 0.15 9 n/a n/a Weight: 155 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3131/2107, 3-5=-2313/1645, 5-6=-2121/1608, 6-8=-2313/1645, 8-9=-3131/2107 BOT CHORD 2-16=-1892/2897, 14-16=-1892/2897, 13-14=-1276/2121, 11-13=-1897/2897. 9-11 =-1 897/2897 WEBS 3-16=01319, 3-14=-939/660, 5-14=-193I440,6-13=-193/440, 8-13=-939/660, 8-11=0/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124imph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-M to 3-M, Interior(1) 3-0-0 to 15-0-0, Exterior(2) 15-0-0 to 25-3-14, Interior(1) 25-3-14 to 35-8-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 637 lb uplift at joint 2 and 637 lb uplift at joint 9. %%t PSG A��,�����'' `SF •,2j��i No 39380 33 •: :• �[/ i 0' �<C/ �S1�NA11 � +� %�`. lo Thomas A. Alban] PE No.39380 MITek USA; Inc. FL Cert 6634 6994 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rov. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek9 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss ype Qty Ply T17272625 1246 A H5 Hip i 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:47 2019 Page 1 ID:UyCLZwZ4JTwkgyBlzloERdz9?TU-DgPC2CB1Sb4zzhFuzwF2sN6aOiJuAfPbJTW9G4z8z w 1-0 6-3-13 111 9-15 17-0-0 1 -8- 22-10-1 28-4-3 34-8-0 8- -0-0 6-3-13 5-6-1 5-2-1 0-8- 5-2-1 5.6-1 6-3-13 -0-0 c3 0 I 5x6 =5x6 = 4.00 12 6 7 3x8 = 3x4 = 4x6 = 3x4 = 46 = 3x4 = 3x6 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1330/0-8-0, 11=1330/0-8-0 Max Horz 2=108(LC 16) Max Uplift 2=-624(LC 8), 11=-624(LC 9) 3x4 = Scale: 3/16'=l' CSI. DEFL. in (loc) I/deb Lid PLATES GRIP TC 0.61 Vert(LL) 0.28 16-18 >999 240 MT20 244/190 BC 0.99 Vert(CT) -0.4816-18 >841 180 WB 0.54 - Horz(CT) 0.15 11 n/a n/a Matrix-SH Weight: 168 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3137/2002, 3-5=-2865/1846, 5-6=-2063/1447, 6-7=-1904/1406, 7-8=-2063/1447, 8-10=-2865/1846,10-11=-3137/2002 BOT CHORD 2-18=-1802/2920, 16-18=-1471/2422, 15-16-1035/1904, 13-15=-1475/2422, 11-13=-1806/2920 WEBS 8-15=-677/551,8-13=-162/489, 10-13=-316/321,5-16=-677/551,5-18=-162/489, 3-18=-316/321, 6-16=-297/481, 7-15=-297/481 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124inph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-0-0, Exterior(2) 17-0-0 to 23-3-14, Interior(1) 23-3-14 to 35-8-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 6241b uplift at joint 2 and 624lb uplift at joint 11. I ,`lt1111111//t'. A. '� ••�. F No 39380 ;•44/Is IM Thomas A. Albani PE No.39380 MIT& USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1101.7473 mv. 10r03@015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Str' et, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss ype Qty Ply T17272626 1246_A H6 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MITek Industries, Inc. I nu Jun 6 1b:zf:48 20i9 rage 1 ID: UyC LZwZ4JTwk9yB1 zl oERdz9?TU-hOzaGYCfDvCgbrg4WdmHPbflm6f9v6ykY6Gip Wz8z_v -3-13 11-9-15 16-1%8 17-9- 22-1%1 28-4-3 34-8-0 -8- -0-0 6-3-13 5-6-1 5-0-9 5-0-9 5-6-1 6-3-13 -0-0 I j Scale: 3/16'=l' I V 5x6 4I00 12 5x6 = 6 7 0 ST1.5x8 STP = '- 16 15- ST1.bx6 SIF _ 3x8 = 3x4 = 4x6 = 3x4 = 3x4 = 46 = •3x4 = 3x8 = 9-0-14 16-10-8 1 -9- 25-7-2 34-8-0 9-0-14 7-9-10 0-11 7-9-10 9-0-14 ' Plate Offsets (X Y)— [2:0-0.6 Edge] [11:0-0-6 Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC • 0.61 Vert(LL) 0.28 16-18 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.48 16-18 >846 180 BCLL 0.0 Rep Stress Incr YES WS 0.52 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 168 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1330/0-8-0, 11=1330/0-8-0 Max Horz 2=108(LC 12) Max Uplift 2=-625(LC 8), 11=-625(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3137/2011, 3-5=-2865/1854, 5-6=-2074/1460, 6-7=-1916/1417, 7-8=-2074/1460, 8-10=-286511854,10-11=-3137/2011 BOTCHORD 2-18=-181112921, 16-18=-1477/2421, 15-16�-1049/1916, 13-15=-1481/2421, 11-13=-1814/2921 WEBS 8-15=-671/546, 8-13=-162/488, 10-13=-3161322,5-16=-671/546,5-18=-1621488, 3-18=-316/322, 6-16=-293/481, 7-15=-293/481 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124Mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 16-10-8, Exterior(2) 16-10-8 to 23-5-6, Interior(1) 23-5-6 to 35-8-0 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 pOL=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 nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 625 lb uplift at joint 2 and 625 lb uplift at joint 11. ♦♦.�. GENS'.'9 �� ♦ No 39380 IZ .411 i,��sslO` %�. n ti Thomas A. Alberti PE No.39380 Mfiek USA; Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010342015 BEFORE USE. Design valid for use only with MiTekOO connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17272627 1246_A H7 Hip 1 1 Job Reference (optional) tsuuoers tlfst Source, vianl lily, t-L - J20bt), l b.Z4U s May Id zu le MI I eK mousirles, Inc. I nu Jun o-Io:ZG4a zv iv rage I ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-9DXyTuDH—CLhD?PH4KIWxoCskV?FeSGunm?FLzz8z_u �1-0-Q 7-10-2 1!;Ll%8 19-9-8 26-9-14 34-8-0 a5-8-0 0-0 7-10-2 7-0-6 4-110 7-0-6 7-10-2 -0-0 1 I 4.00 12 5x6 = 1 6 5x6 = 6 Scale: 3/16'=1' ST1.5x8 STP = 16 " 14 13 " 11 ST1.5x8 STP = 3x8 = 2x4 I 3x8 MT20HS = 3x4 = 2x4 11 3x8 = 3x4 = 3x8 MT20HS = 7-10-2 11 7-0-6 14-11-0 7-0-6 7-10-2 Plate Offsets (X,Y)— [2:0-0-2,Edgej, [9:0-0-2,Edge) LOADING (psf) I SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.51 14-16 >792 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC ' 0.99 Vert(CT) -0.74 14-16 >553 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 155 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. 5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: BOT CHORD 2x4 SP No.2 *Except* 544 oc bracing: 13-14. 12-15: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1330/0-8-0, 9=1330/0-8-0 Max Horz 2=95(LC 16) Max Uplift 2=-638(LC 8), 9=-038(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3134/2117, 3-5=-2327/1657, 5-6=-2135/1620, 6-8=-2327/1657, 8-9=-3134/2117 BOT CHORD 2-16=-1902/2899, 14-16=-1902/2899, 13-14 i-1291/2135, 11-13=-1907/2899, 9-11=-1907/2899 WEBS 3-16=0/314,3-14=-931/656,5-14=-190/443,6-13=-190/443, 8-13=-931/655,8-11=0/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124inph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., ``��1111111���� GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 14-10-8, Exterior(2) 14-10-8 to 25-5-6, , t� N S A. , I Interior(1) 25-5-6 to 35-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & `%N%���v`. A<e -', MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60.r� ••�C E 1V g •• '9jL�i� 3) Provide adequate drainage to prevent water ponding. ♦ •• V :C•••• 4) All plates are MT20 plates unless otherwise indicated. N O 393 SO 5) This truss has been designed for a 10.0 psf bottom chord INe load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 638 lb uplift at joint 2 and 638 lb uplift at 0 joint 9. C(/ � N A, E `�� Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. f0/07/2015 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system, Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Trussype Qty Ply T17272628 1246_A H8 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, Plate 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:50 2019 Page 1 ST1.5x8 STP = 14 1 13 11 — 9 ST1.5x8 STP = 3x8 = ,2x4 II 3x6 = 3x8 = 2x4 II 3x8 = 3x4 = 46 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except' 4-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 CSI. DEFL. in (loc) I/deft Lld PLATES GRIP TC 0.68 Vert(LL) 0.2811-13 >999 240 MT20 244/190 BC 0.90 Vert(CT) -0.62 11-13 >657 180 WB 0.46 Horz(CT) 0.15 7 n/a n/a Matrix-SH Weight: 166 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 24-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS. (lb/size) 2=1330/0-8-0, 7=1330/0-8-0 Max Horz 2=-83(LC 17) Max Uplift 2=-649(LC 8), 7=-649(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) o less except when shown. TOP CHORD 2-3=-3167/2192, 3-4=-2556/1832, 4-5=-2369/1806, 5-6=-2558/1832, 6-7=-3166/2192 BOT CHORD 2-14=-1981/2933, 13-14=-1981/2933, 11-13-1506/2367, 9-11=-1984/2933, 7-9=-1984/2933 I WEBS 3-13=-608/505,4-13=-138/474,5-11=-137/414,6-11=-606/504 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 io 3-0-0, Interior(1) 3-0-0 to 12-10-8, Exterior(2) 12-10-8 to 18-6-6, Interior(1) 18-6-6 to 21-9-8, Exterior(2) 21-9-8 to 27-5-6, Interior(1) 27-5-6 to 35-M zone; cantilever 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 ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 649 lb uplift at joint 2 and 649 lb uplift at joint 7. I I :62.9 `` tills I1111111'I .,..%**%% S A No 39380 it Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Inns R 2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. fe/83/2015 BEFORE USE. Design valid for use only with MiTek(D connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type Qty Ply T17272629 1246_A H9 Half Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:50 2019 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-eP5LhEDwIWTYgB_Te2plUOk9hvXWN6T1?QlptPz8z_t 3-10-8 4-9-0 3-10-8 r 0-10-8 I 3 2x4 11 Scale = 1:11.0 ST1.5x8 STP = $T1.5x8 STP = 2-6-14 4-9-0 2-6-14 2-2-2 of-- na_ ry vt rv-n_ao n n_at I x — LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip COL 1.25 TC 0.33 TCDL 7.0 Lumber DOL 1.25 BC 0.22 BCLL 0.0 Rep Stress Incr YES WB 0.07 BCDL 10.0 Code FBC2017/TP12014 I Matrix-P DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.02 1-4 >999 240 MT20 244/190 Vert(CT) -0.04 1-4 >999 180 Horz(CT) -0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=158/0-8-0, 4=158/0-5-0 Max Horz 1=80(LC 11) Max Uplift 1=-71(LC 8), 4=-79(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or, less except when shown Weight: 18 lb FT = 20% Structural wood sheathing directly applied or 4-9-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124inph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (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; Lu ber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord lip 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 ofwithstanding 71 lb uplift at joint 1 and 79 lb uplift at joint 4. �, ��op,S. A q4B �* No 39380 O ••' <cr .0i, i'� % 111.1 Thomas A. Albani PE No.39380 Welk USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10103r2al5 BEFORE USE. ° Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17272630 1246_A HJ1 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 5-3-15 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:51 2019 Page 1 ID: UyC LZwZ4JTwkgyBl zl oERdz9?TU-6bfjuZEYWgbPSIZfCIK_ODHHCJnZ6XBAE4UMPrz8z_s 4-6-1 Scale = 1:21.2 3x4 = Gx9 11 5 i ST1.5x8 STP = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017ITP12014 CSI. DEFL. in (too) I/dell L/d TC 0.54 Vert(LL) 0.25 6-7 >446 240 BC 0.62 Vert(CT) -0.30 6-7 >379 180 WB 0.24 Horc(CT) -0.01 5 n/a n/a Matrix-SH LUMBER- F TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 I REACTIONS. (lb/size) 4=146/Mechanical, 2=432/0-8-0, 5=267/Mechanical Max Horz 2=137(LC 22) Max Uplift 4=-121(LC 4), 2=-380(LC 4), 5=-154(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) orlless except when shown. TOP CHORD 2-3=-853/602 BOT CHORD 2-7=-661/787, 6-7=-661/787 PLATES GRIP MT20 244/190 Weight: 37 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. WEBS 3-7=-333/485, 3-6=-942/791 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 Ito uplift at joint 4, 380 Ito uplift at joint 2 and 154 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 Ito down and 54 Ito up at 4-2-15, 35 lb down and 54 lb up at 4-2-15, and 59 lb down and 105 lb up at 7-0-14, and 59 lb down and 106 lb up at 7-0-14 on top chord, and 18 lb down and 34 Ito up at 1-4-15, 18 lb down and 34 lb up at 1-4-15, 20 lb down and 47 lb up at 4-2-16, 20 lb down and 47 lb up at 4-2-15, and 38 lb down at 7-0-14, and 38 Ib 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). i LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Ilncrease=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 6=-36(F=-18, B=-18) 9=-75(F=-38, B=-38) 10=58(F=29, B=29) ONS A. i No 39380 • F �iO��S• • O R 1�PG� % sItN Afill t Thomas A. Albanl'PE No.39380 Milk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL $3610 Date: 111nc R gniO ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply T17272631 1246_A HJ2 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1-5-0 3x4 = ST1.5x8 STP = 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:52 2019 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdzg?TU-aoD56vFAG7jG4S8dTrDZRgU9jCprl3KTkEwyHz8z_r 5-7-2 5-7-2 Scale = 1:13.6 Plate Offsets (X,Y)— [2:04-11,0-0-11 LOADING (psf) I SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.05 24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.07 24 >936 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 rile n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 19 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=124/Mechanical, 2=257/0-8-0, 4=I 1/Mechanical Max Horz 2=88(LC 4) j Max Uplift 3=-109(LC 8), 2=-262(LC 4), 4=-61(LC 4) Max Grav 3=124(LC 1), 2=257(LC 1), 4=95(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) orlless except when shown BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124titph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; 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 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-M tall by 2-0-0 wide will fit between the bottom chord and any other members. j 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 3, 262 lb uplift at joint 2 and 61 lb uplift at joint 4. 1 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 54 lb up at 4-2-15, and 35 lb down and 54 lb up at 4-2-15 on top chord; and 18 lb down and 34 lb up at 1 4-15, 18 lb down and 34 Ib up at 1-4-15, and 20 lb down and 47 lb up at 4-2-15, and 20 lb doiwn and 47 lb up at 4-2-15 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-0=-20 Concentrated Loads (lb) Vert: 6=58(F=29, B=29) 7=-2(F=-1, B=-1) ,,`�1111111!!I//I ��.O�p,S A, q�6 �e , No 39380 � * r :X• .'44/Z % 'fill tilt Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ,& WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p .building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylntormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17272632 1246_A HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1-5-0 ST1.5x8 STP = I i LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 TCDL 7.0 Lumber IDOL 1.25 BC 0.13 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 i REACTIONS. (Ib/size) 3=90/Mechanical, 2=211/0-3-14, 4=22/Mechanical Max Horz 2=71(LC 4) Max Uplift 3=-77(LC 8), 2=-209(LC 4). 4=-36(LC 4) Max Grav 3=90(LC 1). 2=211(LC 1), 4=62(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) orlless except when shown. 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:54 2019 Page 1 ID:UyCLZwZ4JTwk9yB1 zl oERdz9?TU-WAKrW bGQolz_JmHEtutiesvtl WvyJxZdw2j00Az8z—p Scale = 1:11.0 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.01 2-4 >999 240 MT20 244/190 Vert(CT) -0.02 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124rhph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on th1e bottom chord in all areas where a rectangle 3-M 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 77 lb uplift at joint 3, 209 lb uplift at joint 2 and 35 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided s Ifficient to support concentrated load(s) 64 lb down and 32 lb up at 1-4-15, and 64 lb down and 32 lb up at 14-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 1 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Ilncrease=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=55(F=28, B=28) PS, A'rAr����i .� AR%G E N 3 q2��. No 39380 Xz 9 F .' w Q'. Thomas A. Albanl PE No.39380 Mffek USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 WARNING - Verily design paramoters and READ NOTES ON THIS AND INCLUDED 60TEK REFERENCE PAGE 11,111-7473 rov. 101032015 BEFORE USE. ' Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and propedydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17272633 1246_A T1 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:55 2019 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-_MuEkxH2Z25rxwsQRbPxB3Svlw6E2Gum9iSaYcz8z_o 10-10-8 �i 16-7-0 20-2-4 27-0-4 34-8-0 8- -0-0 5-10-2 5.0-6 5-8-8 3-7-4 6-10-0 7-7-12 1-0-0 46 = 9r9 _ Scale: 3/16-=l' ST1.5x8 STP = 16 15 13 ST1.5x8 STP = 3x8 = 2x4 II 3x4 = 4x6 = 5xB = 4x6 = 3x4 = 3x8 = 5-10-2 10-10-8 16-7-0 25-2-10 34-8-0 5-10-2 ' 5-0-6 i' S-8-8 ' 8-7-10 9-5-6 Plate Offsets (X,Y)— [2:0-4-0,Edgej, [5:D-3-D,Edgej, [9:0-D-2,Edge) LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.31 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.56 11-13 >724 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 162 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 4-74 oc bracing. 12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1330/0-8-0, 9=1330/0-8-0 Max Horz 2=94(LC 16) Max Uplift 2=-640(LC 8), 9=-592(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3202/1940, 3-4=-2715/1724, 4-5=-2945F1953, 5-6=-3081/2069, 6-8=-2871/1858, 8-9=-3116/1967 BOT CHORD 2-16=-1725/2969, 15-16=-1725/2969, 13-15=1 1428/2521, 11-13=-1219/2134, 9-11=-1767/2886 1 WEBS 3-15=-489/320,4-15=-98/337,4-13=-338/5001,5-13=-1198/918,6-13=-847/1317, 6-11=-416/751,8-11=-395/417 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 20-2-0, Exterior(2) 20-2-4 to 24-2-4. Interior(1) 24-2-4 to 35-8-0 zone; cantilever 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 ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 640 lb uplift at joint 2 and 592 lb uplift at joint 9. PS, A"A������ No 39380 � * r Thomas A. Albanl'PE No.39380 MfTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rov. 1010312015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability, of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Cty Ply I T17272634 1246_A T2 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:27:56 2019 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TUSZScxHlgKMDiY3Rd_JwAjH 4gKPgnetwOMC753z8z_n -1-0-Q 4-10-2 8-10-8 14-7-0 20-2-4 27-0-4 _r_ 34-8-0 35-8-Q 0 00 4-10-2 4-0-6 5-8-8 5-7-4 6-10-0 7-7-12-0-0' Scale: 3/16'=1' 46 = ST1.5x8 STP = 16 ' "' 14 13 " 11 ST1.5x8 STP = 3x8 3x4 = 4x6'= 5x8 = 2x4 II 3x8 = 3x4 = 46 = f I 8-10-8 14-7-0 20-21 27-0.4 34-6-0 8-10-8 5-6.8 5-7-4 6-10-0 7-7-12 Plate Offsets (X,Y)— [2:04-0,Edge], [9:0-0-2,Edge] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.37 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.61 13-14 >668 180 BCLL 0.0 Rep Stress Incr YES I WB 0.84 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 I Matrix-SH Weight: 162 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (lb/size) 2=1330/0-8-0, 9=1330/0-8-0 Max Horz 2=94(LC 12) Max Uplift 2=-640(LC 8), 9=-594(LC 9) I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb)on less except when shown. TOP CHORD 2-3=-3151/1981, 3-4=-2921/1818, 4-5=-3475/2280, 5-0=-2330/1555, 6-8=-2349/1555, 8-9=-3143/1946 BOT CHORD 2-16=-1777/2932, 14-16=-1563/2727, 13-14=-2100/3490, 11-13=-1746/2909, 9-11=-1746/2909 WEBS 4-16=42/330,4-14=-592/850,5-14=-315/317,5-13=-1500/1026,6-13=-633/1123, 8-13=-831/574, 8-1 1=0/302 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124nph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 20-2-4, Exterior(2) 20-2-4 to 24-2-4, Interior(1) 24-2-4 to 35-8-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 640 lb uplift at joint 2 and 594 lb uplift at joint 9. ,`,111111111/j//4. o No 39380 i3 .c�S••OR1 •'2 Thomas A. Albanl PE No.39380 MITek USA; Inc. FL Cen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 AWARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 19/03/2015 BEFORE USE. OfDesign valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17272635 1246_A T3 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 615:27:57 2019 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-w10_9dJJ5gLZADOpYORPGUXDZklxW6L3dOxhdVzBz_m -,1-0-Q 6-10-8 12-7-0 20-2-4 27-%4 34-8-0 3,5-8-Q i-0-0' 6-10-8 5-8-8 7-7-4 6-10-0 7-7-12 -0-0 4x6 = 3x8 = 2x4 II 4x10MT20HS = 4x12 = 48 = 2x4 II 3x8 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 `Except' 1-3: 2x4 SP No.1, 4-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 'Except' 8-11: 2x4 SP No.2 WEBS 2x4 SP No.3 3x6 = CSI. DEFL. in (loc) Well L/d PLATES TC 0.93 Vert(LL) 0.4412-14 >925 240 MT20 BC 0.94 Vert(CT)-0.7612-14 >538 180 MT20HS WB 0.83 Horz(CT) 0.16 8 nla n/a Matrix-SH Weight: 156 lb BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at micipt 4-12 REACTIONS. (lb/size) 2=1330/0-8-0, 8=1330/0-8-0 Max Horz 2=94(LC 12) Max Uplift 2=-640(LC 8), 8=-596(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3156/1918, 3-4=-4237/2709, 4-5=-2365/1543, 5-7=-236511557, 7-8=-3136/1937 BOT CHORD 2-15=-1702/2917, 14-15=-1702/2907, 12-14=-257714265, 10-12=-1737/2902, 8-10=-1737/2902 I WEBS 3-15=01255, 3-14=-919/1441, 4-14=-446/415, 412=-2175/1440, 5-12=-567/1072, 7-12=-817/560, 7-10=0/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 20-2-4, Exterior(2) 20-2-4 to 24-2-4, Interior(1) 24-2-4 to 35-M 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the; bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 640 lb uplift at joint 2 and 596 lb uplift at joint 8. I Scale: 3/16'=1' GRIP 244/l90 187/143 FT = 20% �JA` • �G E N S .'9,1, .� No 39380 s nl Thomas A. Alban) PE No.39380 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING - Vorify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mf1-7473 rev. fe/03,2015 BEFORE USE. ' Design valid for use only with MiTek® cennectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street,'SuAe 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss�Type Qty Ply T17272636 1246_A T4 Roof Special 1 1 1 Job Reference (optional) tsuncers mrst source, rlant Gny, tL - 3Z000, d.Z4u S may l3 ZU I' MI I eK InGUSIrIeS, mc. I nu Jun o io:Zf:o`J zu iu rage I ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-t88kaJKZdHbHPXACgRTtLvcaMXPS_zPM4KQnhNz8z_k -1-0 4-10.8 10-7-0 13-4-4 20-2-4 27-0-4 0-0 4-10-8 5-8-8 j 2-9-4 6.10.o 6-10-0 Scale: 3/16'=1' 4x6 = 6 3x8 = 2x4 11 4x12 = 3x6 = 4x10 MT20HS = 5x8 = 4x6 = 2x4 II 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip,DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Cade FBC2017ITP12014 CSI. TC 0.85 BC 1.00 WB. 0.99 Matrix-SH DEFL. in (loc) I/de0 L/d Vert(LL) 0.52 15 >782 240 Vert(CT) -0.85 13-15 >477 180 Horz(CT) 0.18 9 file n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 160 lb FT = 20% LUMBER- ! BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 34: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 14-12 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 5-13 2-14: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1330/0-8-0, 9=1330/0-8-0 Max Horz 2=-94(LC 13) Max Uplift 2=-640(LC 8), 9=-598(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) orlessexcept when shown. TOP CHORD 2-3=-3268/1981, 34=-5312/3324, 4-5=4184/2660, 5.6=-2352/1540, 6-8=-2356/1546, 8-9=-3140/1934 BOT CHORD 2-17=-1779/3031, 16-17=-1781/3020, 15-16=i 3244/5369, 13-15=-2398/3971, 11-13=-1734/2906,9-11=-1734/2906 1 WEBS 3-16=-1484/2392,4-16=-640/467,4-15=-1629/1018,5-15=-498/947,5-13=-1920/1293, 6-13=-602/1103,8-13=-8261570,8-11=01295; NOTES- 1) Unbalanced roof live loads have been considered for this design. ,,11111111►1111 `��,w tn� CJ A. 4- P. q 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., 0`v GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 20-2-4, Exterior(2) 20-2-4 to 24-2-4, `���.r ••'� (�, E N $ •• '9iL �� F•�•• Interior(1) 24-2.4 to 35-8-0 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 COL=1.60 No 39380 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - :•W[(/ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 640 lb uplift at joint 2 and 598 lb uplift at �Q joint 9. R%ONA;��. Thomas A. Alban] PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 ray. 1010312015 BEFORE USE ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always requiredfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/iPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss TrussType Qty Ply I T17272637 1246_A T5 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MiTek Industries, Inc. Thu Jun 6 15:28:00 2019 Page 1 ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-LKh7neLBObj71hIOD8_6u79vnxxljfGVJ_ALEgz8z_j 2-10-8 1-1-8 n nr Scale = 1:11.1 6 20 II JT1.5x8 STP = 2-10=8 2-10-8 1-1-8 Plate Offsets (X,Y)— [2:0-3-0,Edgej LOADING (psf) SPACING- 2-M I CSI. DEFL. in (loc) I/clef! L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.03 5.6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-M oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=140/0-8-0, 3=29/Mechanical, 4=1 12/Mechanical Max Horz 6=44(LC 9) 1 Max Uplift 6=-64(LC 8), 3=-25(LC 8). 4=-45(LI 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) of less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124'mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12Itc 2-10-8, Interior(1) 2-10-8 to 3-11-4 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) Provide adequate drainage to prevent water ponding. 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-M tall by 2-0-0 wide will fit between the bottom chord and any other members. I fit" 5) Refer to girder(s) for truss to truss connections. `,ttltl le., A' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 6, 25 lb uplift at joint 3 ,%N`O�PS: and 451buplift atjoint 4. ��`,�1` •'�\GEIVg ,'q�i�i No 39380 * O 441/` .' is0 N A; `� II f Thomas A. Albani PE ho.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE ' Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MATek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Strleat, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17272638 1246_A T6 Roof Special 1 1 Job Reference (optional) Btniaers Firs[ bource, Flan laty, rL - 3Zbbb, o.Z4U s May 1a ZUIe MI 1 ex mousines, mc. 1 nu Jun o io:zo:U 1 zu le rage 1 .ID:UyCLZwZ4JTwk9yB1zloERdz9?TU-pWFV_Mp9ur frKansVLQKh4MLJpS5nfXevumGzBz_i 4.00 12 3 6 4 20 11 4x6 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CS1. DEFL. in .(loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 4-5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=165/0-8-0, 4=165/0-5-0 Max Horz 6=90(LC 9) Max Uplift 6=-77(LC 8), 4=-81(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-326/298 WEBS 1-5=-220/268, 24=-264/298 Scale= 1:12.5 PLATES GRIP MT20 2441190 Weight: 24 lb FT = 20% Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12ito 1-10-8, Interior(1) 1-10-8 to 4-7-4 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) Provide adequate drainage to prevent water ponding. 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. I 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 6 and 81 Ib uplift at joint 4. ``��t11111111I/�I q 0 No 39380 10 Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is basedlonly upon parameters shown, and is for an individual building component, not', a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIZTP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 14-1 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Q'1/T16n I For 4 x 2 orientation, locate plates 0- "w" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or - -by text -in the bracing -section of the -- - output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSUTPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 WEBS q 4 O O U a6 _ d � cai U O a C6-7 C5-6 0 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Trusses are designed for wind loads in the plane of the specified. truss unless -otherwise-shown.— __ _ _ 13.-Top-chords.mustbe_sheathed-or.purlins.provided_at spacing indicated on design. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved ®m W1 MiTek MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria.