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HomeMy WebLinkAboutTruss641411 641411 Pat Legend M"i .�)5 ®II A. r , F TRUSS END DETAIL SQUARE CUT OVERHANG w/2x4 LEVEL RETURNS BY TRUSS COMPANY 5" HEEL HEIGHT 3-1 /2' 12 67 I >RECEIV to MAR 0 2 2020 ST. Lucie County, Permit in4 i HANGER LEGEND I * - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED `OTHERWISE 11, * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE i MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT WIND ASCE7-10 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY II Begin. For Your Protection Check All WIND LOAD 160 MPH Dimensions And Conditions Prior To *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE �n ROOF LOADING FLOOR LOADING BEEN ACCEPTED. TCLL: 20 PSF TCLL: PSF TCDL: 15 PSF TCDL: • PSF W BCDL: 10 PSF BCDL: PSF By Date TOTAL: 45 PSF TOTAL: PSF DURATION: 1.26 DURATION: CAUTIOW! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LLOADING TRUSSES.- (ie. SHEATHING, SHINGLES, ETC.) ALL ; INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. BUILDER: GEM-BLDRS BLANFORNA k 4906 BUCHANON DR LOT /;BLOCK: CITY: FORT PIERCE COUNTY ST LUCIE DRAWN BY: JL JOB # : 2666622 DATE: 01/06/21 SCALE: NTS M1® I Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 2555522-GEM-BLANFORD - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: GEM BDLRS Project Name: BLANFORD Model: . Lot/Block: I Subdivision: . Address: 4906 BLICHANOR DR,. City: FORT PIERCE 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 & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 63 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date - 1 T22397342 Al 1/8/21 23 T22397364 C2 1/8/21 2 T22397343 A2 1/8/21 24 T22397365 C3, 118/21 3 T22397344 A3 1/8/21 25 T22397366 C4 1/8/21 5 T22397346 A5 1/8/21 27 T22397368 CJ2 1/8 21, [Sr. 6 T22397347 A6 1/8/21 28 T22397369 CJ3 1/8/21 T22397349 A8 1/821 D15 1/8/21 County, Permitting 8 '30 T2239737� Lucie 9 T22397350 A9 1/8/21 31 T22397372 D2 1/8/21 10 T22397351 A10 1/8/21 32 T22397373 EJ3 1/8/21 11 T22397352 All 1/8/21 33 T22397374 EJ4 1/8/21 12 T22397353 Al2 1/8/21 34 T22397375 EJ5 1/8/21 13 T22397354 A13 1/8/21 35. T22397376 ER 1/8/21 14 T22397355 A14 1/8/21 36 T22397377 EJ41 1/8/21 15 T22397356 A15 1/8/21 37 T22397378 EJ51 1/8/21 16 T22397357 A16 1/8/21 38 T22397379 EJ52 1/8/21 17 T22397358 A17 1/8/21 39 T22397380 EJ53 1/8/21 18 T22397359 B1 1/8/21 40 T22397381 EJ71 1/8/21 19 T22397360 B2 1/8/21 41 T22397382 GI 118/21 20 T22397361 B3 1/8/21 42 T22397383 HJ2 1/8/21 21 T22397362 B4 1/8/21 43 T22397384 HJ3 1/8/21 22 T22397363 Cl 1/8/21, 44 T22397385 HJ4 118/21 The truss draw varameterse been by MiTek USA, Inc. it prepared directlguservisionbawd on the under my ?w�,1US. LFF !��i provided by Builders FirstSource (Fort Piece). . , • v�C E-N SF'�•: !!!�; Truss Design Engineer's Name: Lee, Julius No :3 69 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 STATE' OF that the engineer named is licensed in thejurisdiction(s) identified and that the01 designs comply with ANSI/TPI 1. These designs are based upon parameters Q Q:• shown (e.g., loads, supports, dimensions, shapes and design codes), which were ��� S' •• R' �? �% given to MiTek or TRENCO' customers file eferencerpurpose eonly, land was not taken into account n t Any � he �� s��N A; 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, Juliustee PE No 34869 the building designer should verify applicability of design parameters and properly MiTek sA, Inc FL Cert'6634 incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 6904 Parliii East Ihd. T Date. January 8,2021 Lee, Julius 1 of 2 IMlI� MiTek' RE: 2555522-G EM-BLAN FORD Site Information: Customer Info: GEM BDLRS Project Name: BLANFORD Model: . Lot/Block: . Subdivision: . Address: 4906 BUCHANOR DR — City: City: FORT PIERCE State: FL No. Seal# Truss Name Date 45 T22397386 HJ5 1/8/21 46 T22397387 HJ7 118/21 47 T22397388 K1 1/8/21 48 T22397389 K2 1/8/21 49 T22397390 L1 1/8/21 50 T22397391 L2 1/8/21 51 T22397392 M 1 1/8/21 52 T22397393 PB1 1/8/21 53 T22397394 PB2 1/8/21 54 T22397395 PB3 1/8/21 55 T22397396 PB4 1/8/21 56 T22397397 PB5 1/8121 57 T22397398 PB6 1/8/21 58 T22397399 V1 1/8/21 59 T22397400 V2 1/8/21 60 T22397401 V3 1/8/21 61 T22397402 V4 1/8/21 62 T22397403 V5 1/8/21 63 T22397404 V6 1/8/21 2 of 2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply T22397342 2555522-GEM-BLANFORD Al Half Hip Girder 1 Job Reference (optional) Builders FlrstSourc.=-(t-on Fierce), Fort Fierce, rL - svaaa, 0"OU - 1Y v J L "I" I tlR IIIYUSl11C3, .":. rll JGI I o - ray- , ID: C69zr8AlafggnCg W 9U732TzyL4E-B2KESQoVH H6fuNsYbl Qp iGRcK9Ck7Ln00pugcazxOOK 2-0.0 5�-0 11-2-11 17-1-9 23-0-4 2L10-15 34-9-9 40-10-0 2-0 0 5� 0 5 &16 5 10-11 5-10-11 5 101 11 5 10 11 6-0-7 Special 5x6 = -6.00 112 3 2x4 II 2xa II _ 2x4 11 2 1 NAILED NAILED NAILED NAILED NAILED NAILED- NAILED 24 25 426 27 28 5 29 NAILED NAILED 5x8 = NAILED NAILED NAILED NAILED 7 3031 32 33 8 34 6 Scale = 1:742 {JAILED NAILED 5x8 = NAILED NAILED 5x6 10 35 36 11 9 un ffi un un on un on un on m x8 SIP — 20 37 38 19 39 40 18 17 41 42 15 43 44 15 14 45 46 13 47 48 12 NAILEDF NAILED NAILED NAILED 'MO-WB-= -NAILED-NAILED NAILED NAILED 6x8 = NAILED NAILED 6x8 =NAILED NAILED 3x8 11 NAILED NAILED NAILED NAILED NAILED NAILED 11-2-15- LOADING (psf)- SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP- TCLL 20.0 Plate Grip DOL -1.25 TC 0.38 Vert(LL) -0.35 16-17 >999 360 MT20 244/190 TCDL 15:0— Lumber DOL 1.25 BC 0.83 Vert(CT) -0.82 16-17 >59D 240 BCLL 0 0" ' Rep -Stress Incr NO— WB 0:70 Horz(CT) 0.11 12 n/a rile BCDL 10.0 -Code-FBC2020rrPI2014 Matrix-SH Wind(LL) 0.53 16-17 >917 240 Weight: 544 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP-No-.2 *Except'- TOP CHORD Structural wood sheathing directly applied-or_4-6--8 oc purlins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x6.SP M 26 `Except- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 12-15: 2x6-SP-No..2 8-2-5 oc bracing: 14-16. WEBS 2x4-SP No.3 *Except* 4-20,5-19,7-17,8=16,10-14,11-13`2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 12=Mechanical, 2=0-8-0 Matt-Horz 2=225(LC 25) Max Uplift 12=-1285(LC 8),.2=1314(LC 8) Max Grav 12=3063(LC 29), 2=3129(LC 29) -FORCES. (lb)—Max:-GompA vAlax.-Ten. -All forces 250 (lb) or less except when shown. TOP -CHORD _ 2-3=-5945/2227-34=51-25/1998, 4-5=9195/3645, 5-7=11251/4471, 7-B=11400/4554, B-10=9634/3877, 10-11=-5950/2451, 11-12=2642/1305 BOT-CHORD 2-20-2030/5235, 1920=3645al-cL 1.7-19=-447-1/1-1251, 115 17=-4554/11400, 1416=387719634, 13-14=2451/5950 WEBS 3-20=611/2070; 4=23=-04-39/ioO5-4--19=260/1-156, 5-19=-2268/905, 5-17=0/470, 7-16=-600/41978-16=741/1935, 8-14=-1-430/730 C 'r4=r562/4037, 10--13=2426/1218, 11-13=2636/64o8 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.9-0 oc, 2x6.2 rows staggered at 0-9-0 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. - Webs connected as follows: 2x4- 1 row at D-9-0 oc. 1 2) All loads are considered equally applied to all plies, except N noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to - ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.6D plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 4x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' 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. 10) Refer to girder(s) for truss to truss connections. January 8,2021 ,ontinued on page 2 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MITek® connedos. This design Is based only upon parameters shown, and Is for an Individual building component not e 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?Plf Quality Criteria, DSB-89 and BCSI Building Component 69134 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22397942 2555522-GEM-BLANFORD Al Half Hip Girder 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 M7i ek Industries, -Inc. Fri Jan 8 14:49:45 2021 Page 2 ID: C69zr8AlafggnCg W 9U732TzyL4E-B2KES QoVH H6fuNsYblQpiGRcK9Ck7Ln00pugcazx00K NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1285, 2=1314. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148'k3.25") toe -nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 309 lb down and 263 lb up at 5-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25— Uniform Loads (plf) Vert: 1-3=70, 3-11=70, 2-12=20 Concentrated Loads (lb)_ Vert: 3=194(B) 6=73(B) 20=66(B) 4=73(B) 19=31(B) 5=73(B) 17=31(B) 7=73(13) 16=31(B) 8=73(13) 14=31(B) 10=118(B) 13=34(13) 9=73(13) 24=73(B) 25=73(B) 27=73(13) 28=73(B) 29=73(B) 30=73(13) 32=73(B) 34=73(B) 35=118(B) 36=118(B) 37=31(B) 38=31(B) 39=31(B) 40=31(B) 41=31(B) 42=31(B) 43=31(B) 44=31(B) 45=31(B) 46=31(B) 47=34(B) 48=34(B) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mrrek® 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrP/t Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22397343 255552#GEM-BLANPORD A2 Half Hip 1 1 Job Reference (optional) Builders FlrstSoufce (Fort Pierce), Fort Pierce, FL - MV41b, a.43U s Nov3U zuzu-mi I eK Industries, Inc. Fri Jan D 14:49:b/-ZUZ1 rage 1 ID:C69zr8AlafggnCgW9U732TzyL4E-rM3mzXxl SzdyKDnslpedBoxXS?I5xkdnngoll tzxOO8 2.0 0 7-0 0 143-1 2D-10-6 27-5-10 34 0-15 40-10-0 2-0.0 7E-0 6-9-1 6-7-5 6-7-5 6-7-5 2x4 M d 5x6 = 114 = 6.00 FIT 3 -22 23 -4- 24 Scale = 1:74.2 5x6 = 3x4 = 5x6 = 5x6 = 5 25 6 26 7 27 8 'o lL 3x6 = 3x4 = 4xl0 MT20HS —_ 3x4 = _axq= 5x6 = 3x6 11 -3x4 = 3x12 MT20HS = 71r0 143-1 LOADING (p;, -SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP -TCLL 20.0 Plate Grip DOL 1.25 TC 0:88 Vert(LL)' -0.36 13. >999 360 MT20 244/190 TCDL 15.0 Lumber DOS 1.25 BC 0.80 Vert(CT) -0.81 13-14 >595 240 MT20HS 187/143 BCLL- 0.0 Rep Stress Ihcr YES --WB 0.77 Horz(CT) 0.18 9 Na file BCDL 10:0- Code FBC2020,'TPI2014 -fvlatrix-SH Wind(LL) 0.48 13 >999 240 Weight: 215 Ito FT = 20% LUMBER BRACING- TOP-CriORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals 1-3: 2x4 SP M 31, 5-7: 2x4 SP No.1 BOT CHORD Rigid ceiling -directly applied or 4-4-5 oc bracing. BOT-CHORD 2x4 SP No.t WEBS 1 Row at midpt 4-16, 8-10 WEBS 2x4 SP-No.3 Except' 4-16,5-14,6-13,7-11,8-10: 2x4-SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size)--9=i�ecilanical, 2=0-8-0 Max Horz 2=280(LC 12) ",a"; l!pl&—c-683(1-C 1,2)-2=838(LC 12) -Max-Grw_-g=1V.JtC 1), 2=1979(LC 1) FORCES. (lb) -Max. Comp./Max Ten-=AlLfnlxes 250 (Ib) or less except when shown. TOP CHORD 2-.=-3343/1389, 3-4=288711322-4-5=4398/19al. 5-6=4855/2092, 6-7=4300/1819, 8=-27144/1'55, 8-9=-1747/822 BOT CHORD 2-16=1311/2847, 14-16=-1981/4398, 13-14=-2100/4862, 11-13=1819/4300, 10-11=1171 /2744- --WEBS 3-16=311/1041, 4-16=17447760, 4-14=-29/463, 5-14=539/193, 6-13=-315/641, 6-11=777/456, 7-11=779/1801, 7-10=1404€7-3G, &l1J=,308/3086 .�i3.1fEF1/,IJfir .. -NOTES-- 1) Wind: ASCE 7-16; Vult=160mph-(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=.5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS-(directionai)-and C=C Exterior(2E)-1-11-3 to 4-0-13, Interior(1) 4-O0=13 to 7-6-0, EMerior(2R)- 7-6-0 to 15-11-13, Interior(1) 15-11-13 to-40-8-4zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0=1b) 9=683, 2=838. January 8,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only ypon.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 in Corporate 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',inlury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSFrP/f Quality Criteria, DSB-89 and BCSI.Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 6904 Parke East Blvd. Tampa, FL 36610 - Job Truss Truss Type Qty Ply •S T223975144 TJob 2555522-GEM-BLANFORD A3 Half Hip 1 rence o tional ouuuers rlrsiouurce tron rue cel, ron rleroe, rL - J uqo, 0.44U s NOV JU ZUZU MI r eK inoustnes, Inc. r-n Jan o 14:4kf:o8 zuzl rage 1 ID: C69zr8AlafggnCgW9U732TzyL4E-JYd9AtyfDHlpyNM2sX9skOUYPbUg9iwOKXsZKzx007 -29-rr0 17-4-14 25-2 0 32-11-2 40-1040 2-0-0 5 0� 4-5-12 7-10-14 7-9-2 7-9-2 7-10-14 Scale = 1:74.2 2x 2x4 11 2x4 11 t 3x6 i s.00 1z sxs = 3XB , 5- 22 23 3x4 = 5x6 = 3x6 = 5x6 = 6 24 7 25 26 8 27 9 2 16- 15 14 13 12 11 10 3x8 = 3x4 = 3x6 = 4x6 _ 5x6 = Sx6 I 3xB MT20HS = 9.6-0 17-4-14 25 2-0 32-11-2 4010-0 9-6-00 7-10-14 7-9-2 7-9-2 7-10-14 Plate Offsets (X,Y)-—JZ:03=9;0-18], 15:0-4-0,0-2-81, [7:0-3-0,0-3-4) LOADING-(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud -PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.25 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.62 13-14 >787 240 MT20HS 187/143 BULL 0.0 Rep Stress Incr- YES WB 0.91 Horz(CT) 0.16 10 n/a n/a =uC-BC- 10.0 Code FBC2020ITP12014 Matrix-SH Wind(LL) 0.34 13-14 >999 240 Weight: 223 lb FT = 20% LUMBER- BRACING - TOP -CHORD 2x4 SP No.2 *Except* TOP CHORD Structural odsheathing directly applied; except end -verticals. 5-7: 2x4 SP M 31, 7-9: 2x4 SP No.1 BOT CHORD Rigid ili Pn -directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SO No.2 *Except* WEBS 1 Row at midpt 9-10, 6-16, 9-11 2-15: 2x4 SP No.1 WEBS 2x4 SO No.3 *Except* 6-18,7-14,8-13,9-11: 2x4 SO No.2 OTHERS 2x4 SP-No-.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Herz-2=334(LC 12) Max Uplift 10=-688(LC 12), 2=832(LC 12) Max Grav 10=1811(LC 1), 2=1979(LC 1) ---FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP7CHORD 2-3=-3364/1483, 3-5=309211339, 5-6=2732/1267; 6-7=3798/1732, 7-8l3668H589, 8.9=-2468/1067, 9-1 0=1 740/840 BOT CHORD 2-16=1525/2888r1416=1732/3798, 13-14=1602/3686, 11-13=1067/2468 WEBS 3-16=297/301, 5-16=298/935, 6-16=125515467--13=589/411, B-13=-634/1411, i`= 6-11343/737-, 9-11=1233/2861 NOTES- 1) Wind: ASCE-7-16; \Aj t=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft,B=45ft; L=60ft; eave=7ft; Cat: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior-(2Ej-1-11-3 to 4-0-13, Interior(1) 4-0-13 to 9-6-0, Exterior(2R) 9-6-0 to 17-11-13, Interior(l) 17-11-13 to 4D-8� NT i zone; cantilever left and right exposed ;C-C for members and forces W-RSfor reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 10=688, 2=832. January 8,2021 ® WARNING -Verify design paran eters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design.valid for use only with MiTeM 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 MiTe'C• 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 ANS4rP17 quality Criteria, DS"9 and BCSI Building Component 6904 Parke East Blvd. Safatylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Herz-2=334(LC 12) Max Uplift 10=-688(LC 12), 2=832(LC 12) Max Grav 10=1811(LC 1), 2=1979(LC 1) ---FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP7CHORD 2-3=-3364/1483, 3-5=309211339, 5-6=2732/1267; 6-7=3798/1732, 7-8l3668H589, 8.9=-2468/1067, 9-1 0=1 740/840 BOT CHORD 2-16=1525/2888r1416=1732/3798, 13-14=1602/3686, 11-13=1067/2468 WEBS 3-16=297/301, 5-16=298/935, 6-16=125515467--13=589/411, B-13=-634/1411, i`= 6-11343/737-, 9-11=1233/2861 NOTES- 1) Wind: ASCE-7-16; \Aj t=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft,B=45ft; L=60ft; eave=7ft; Cat: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior-(2Ej-1-11-3 to 4-0-13, Interior(1) 4-0-13 to 9-6-0, Exterior(2R) 9-6-0 to 17-11-13, Interior(l) 17-11-13 to 4D-8� NT i zone; cantilever left and right exposed ;C-C for members and forces W-RSfor reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 10=688, 2=832. January 8,2021 ® WARNING -Verify design paran eters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design.valid for use only with MiTeM 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 MiTe'C• 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 ANS4rP17 quality Criteria, DS"9 and BCSI Building Component 6904 Parke East Blvd. Safatylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22397345 2555522;GEM-BLAOORD A4 Half Hip 1 1 TJob Reference (optional) tiumers Flrstbource (Fort Pierce); I-Ort rlerOe, FL - 44`J40, ts.4;3U s NOV 3U ZUZU-MI I eK InOUStnes, Inc. Ffl Jan 0 i4:4u:o`J ZUZi rage i ID:C69zrBAlafggnCgW9U732TzyL4E-nkAXOCyI_atgaXxEQEh5HD1u3oxbPcg4E HP5mzxOD6 6 D 4 11-6 D 18-10-14 26-2-0 33.5.2 40-10 0 5-5-12 7-4-14 7-3-2 7-3-2 7-114 ST-1:5x8 STP = 16 15 14 Z4 13 Zo 12 -1-1 Zo i0 3x6 = 2x4 11 3x8 = 5x6 WEI 3x4 = 3x6 = 3x6 5x6= 1-6-0 1 16-10-14 16-2-0 - 3352 Scale = 1:71.7 u 9 _4xfi II LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CS1. TC 0.81 BC 0.99 WB 0.93 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wtnd(LL) -in (loc) udefl-- Lld- -0.27 13-15 >999 360 -0.56 13-15— >871 240 0.16 9 n/a n/a 0.28 13 >999 240, PLATES — GRi? MT20 244/190 Weight: 232 lb FT = 20% LUMBER- BRACING -- TOP CHORD 2x4 SP No.2'ExcepY_ TAP CHORD Structural wood sheathing directly applied or 2-2-0-oc-pudirts 4-6: 2x4 SP No.1 —except-end-verticals. BOT CHORD 2x4 SP No.2 *Except* BOT_ CHORD -Rigid ceiling- directly applied or 2-2-0 oc bracing. 11-14: 2x4 SP No.1- AIVEBS- —1-Row at-midpt 8-9, 5-15, B-10 WEBS 2x4 SP No.3 *Except- 5-15,6-13,7-12,8-10: 2x4 SP No.2 OTHERS* 2x4 SP No.3 tS;6TENS— (size) 9=Mechanical, 1=0-8-0 Max Horz 1=311(LC 12) Max Uplift 9=701(LC 12), 1=656(LC 12) Max Grav 9=2078(LC 17), 1=2144(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD- 1-2=-403B/1518, 2-4=-3406/1358, 4-5=3024/1282, 5-6=369371b26, 6-7=33B9/1334, 7-8=2211/858, 8-9=1936/854 BOT CHORD 1-16=15BB/3579, 15-16=-1588/3579, 13-15=1526/3693, 1213�—:::_J346/34DS, 10-12=-858/2211 WEBS 2=15=-663/392, 4-15-299/1086, 5-15=966/312, 6-13=2321371=6=12=6731455, 7-12=-618/1509, 7-10=1433/759, 6-1D=1082/2795 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=Soft; eave=7ft; Cat. !I—Exp C; Encl., GCpi=0.18; MWFRS-(alreciional) and C-C Exterior(2E) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 11-6-0, Exterior(2R)-11-6-0 to 19-11-13, Interior(1) 19-11-13 to 40-B-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)-Building- Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 9=701, 1=656. January 8,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. �' Design valid for use onlywith Mrrek® 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 ��'t'® ' 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 ANSVlP11 QuaW Criteria, DSB-89 and BCS/ Building Component 6904 Padre East Blvd. SafaWinformation available from Truss Plate Institute, 2670 Crain Highway, Suhe 203 Waldorf, MD 213601 Tampa, FL 36610 Job Truss Truss Type Qty Ply i T22397846 2555522-GEM-BLANFORD A5 Hip 1 1 Job Reference (optional) tiuuaers rlrstbource Lrort rlercej, car-rlerce, rL - s4a4o, b.gsu savov au zuzu ml I eK mausmes, Inc. rn an o -w:ou:uu zun rage i ID: C69zr8AlafggnCgW9U732Tzy,L4E-FxkvbYzwlu?XCgWRzxCKpRZOPCIeB3EDTe0yeCzx005 7 0 4 13E-0 1 -8 27-2-0 33 11-2 40.10-0 7-0.4 6 5 12 0- 13-4-8 6-9 2 6-10-14 Scale = 1:73.4 5x8 = 2x4 I I 6.00 12 3x4 = 3x6 = 3x4 = 3x6 = 3x6 = 3 20 4 21 522 6 23 24 7 8 9 ST1.5x8 STP = 17 16 -1— 14 to 13 -ic cr 11 co 10 3x6 = 2x4 11 3x4 = 30 = 4x6-= 3x6 = 6x8 = 3x4 = -04 13-6-0 20-2-0 27-2-0 LOADING SPACING- 2-0-0- CSI. -DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.24 14-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.47 14-16 >999 240 BCLL 0.0 Rep -Stress Incr YES WB 0:91- Horz(CT) 0.17 10 n/a file BCDL 10:0- Code FBC2020, FPj2014 Matrix-SH Wind(LL) 0.24 14-16 >999 240 Weight: 243 lb FT = 20% LUMBER- BRACING - TOP CHORD- 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 1-15:2x4 SP No.1 WEBS 1 Row at midpt 4-13. 6-11 WEBS 2x4 SP No.3 2 Rows at 1/3 pts 7-10 REACTIONS. (size) 10=Mechanical, 1=0-8-0- Max Horz 1=350(LC 12) Max Uplift 1V=707(LC 12), 1=650(1-C 12) Max Grav 10=2105(LC 17), 1=2189(LC 17) -FORCES.— (lb)-..' lax--earriplMax. Ten. - All forces250 (lb) or less except when shown. T0P=GH3RD- 'i-2--=4093/i47�5; 1-3=-3295/1279, 3-4=3246/1339, 4-6=2866/1140, 6-7=1820/748 BOTCHORD 1-17=-16OV3635,,6=1.7=1602/3628-14-16=1194/2B94,13-14=1320/3241, i 1=13=1122/2860,-10-1-1=7i�D/9815- 2-16=855/471, 3-16=1571675, 3-'h4=-178/650, 4-14=-297/192, 4-13=540/287, 6-13=138/656, 6-11=1484/603, 7-11=350/1355, 7-10=-2542/1017 —NOTES- 1) Unbalanced roof live loads have been considered fortMs aesign:-- 2) Wind: ASCE 7-16; V-utt--lWmph-(3=second-gust)-Vasd=124Fnph; TCDL=5.Opsf BC-BL--7"psfrh=16ft; B=45ft; L=66ft, eave=7ft; Cat. I!; Expo; FncL�GGpi=0:18; MWFRS (directional) and-C.C-Exterior(2E) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 13-6-0, Exterior(2R) 13-6-0 to 21-11-13, Interior(1) 21-11-13 to 411-2-0, Extedor(2E) 40-2-0 to 40-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jotnt(s) except (jt=lb) 10=707, 1=650. m n n January 8,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511MO20 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based-oaly 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 Mew 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 ANSVTPl1 Quality criteria, DSH-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22397347 r 2555522-GEM-BLANFORD A6 Hip 1 1 Job Reference (optional) Bwlders rlrstsource (FOn Nlerce), kOrt coerce, rL - 64`J40, 0.4ou s Nov ou cucu rv11 i eK muu--, nrc. ni dam o w. w - t rayV -i ID:C69zr8AlafggnCgW9U732TzyL4E�7iHou_YWC70pg4dXfjZMe6BrcfQtWyNilm WAezx004 i B-0-4 15.6-0 23-1-4 i 30-6-12 38-2-0 40-10-0 &0-0 7-5-12 7-7-4 7-5-8 7-7-4 2-6-0 Scale = 1:73.1 1 5x6 = 6.00 F12 3x4 = Sx8 = 5x8 = 3 4 18 19 20 5 6 4xB ST1.5x8 STP = 15 13 `12 10 `" 9 8 3x6 = 2x4 11 3x8.MT20HS = 3x4 = 4x6 = 4x6 = 4x6 = 3x6 11 3x8 = 30-6-12 3620- LOADING (psf)- SPACING- 2-0-0 CSI. DEFL. in- {joc)- -Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.23 12-13 >999 360 MT20 244/190 -- TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.44 12-13 >999 240 MT20HS 187/143 —BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.21 12-13 >999 240 Weight: 253 lb FT = 20% LUMBER- i BRACING - TOP CHORD 2x4 SP No.1 'Except TOP -CHORD Structural -wood -sheathing -directly applied, except en verticals. 6-7,5-6: 2x4 SP No.2, 1 2: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or-4-9.4 w-br sing: BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at midpt 2-1.3, 4-13,-5-10, 6-1C- -9; 7=B= 8-11: 2x4 SP No.2 WEBS 2x4 SP-No-1- REACTIONS. (size) 1=0-8-0, 8=Mechanical Maxiior--1=350(LC 12) Max Uplift _1=Bffl�191. 8_707tI�12) Max Grav, 1=2186(LC 17), 8=2091(LC 17) FORCES. (lb) -Max. Comp./Max. Ten: - Ali forces 250 (lb) -or -less except when shown. TOP CHORD 1-2=-4030/1462-2-3=-3081/1218, 3-4=2699/11,89, 4-5=2793/1201,-5-6=2133/949, 6-7=764/335, 7-8=2105/878 BOT CHORD 1-15=-1573/3615, 13-15=1574/3609, 12-13=1�116/2811, 10-12=864/2151,— 9-10=270/679 .AIEBS- 2-15=0/336, 2-13=1033/540, 3 13=193/860, 413=-359/74, 4 12= 420/361, 5-12=-427/955, 5-10=1-180/686, 6.10=850/2107, 6-9=1479/763, 7-9=743/1878 —NOTES- 1)-Unbalanced roof live loads -have been considered for this -design. 2) Wind: ASCE 7-16; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 6-4-0, Interior(l) 6-4-0 to 15-6-0, Exterlor(2R) 15-6-0 to-23-11-13,-Interior(l) 23-11-13 to 38-2-0, Exterior(2E) 38-2-01to 40-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project Engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 1 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9)- Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=650, 8=707. January 8,2021 ® WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 applicabilityof design parameters and properly incorporate this design Into the overall ��pq T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I Vt� ip. • 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 ANSUTF11 quality Criteda, DS949 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply ' T22397�48 2555522-GEM-BLANFORD A7 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MTek Industries, Inc. Fri Jan 8 14:50:02 2021 Page-1 ID: C69zr8AlafggnCgW9U732TzyL4E-BJsfOE?AHVFFR_fp5MEouseOKO_c?GWxyV3i5zx003 i 6-2-5 11-10-3 17-6-0 26-10-0 36-2-0 40-10-0 6-2-5 5-7-13 5-7-13 9-4-0 9-40 4-8-0 Scale = 1:73.5 6x8 = 7xTD = 6.00 12 5 16 6 17 18 76x8 = ST1.5WSTP = -1� zu 14 13 41 12 11 10 9 3x6 = 3x4 3x4 = ur= __jXa 4x6 = 3x6 II 4x6 = LO,4 1 T6--0 26-1 D-0 36-2-0 40-10-0 9 0.4 8-5-12 9.4-0 9-4-0 48 D Plate Offsets (X,Y)- [1:Q2=12,0 1 E], [5:0-4-0,D-1-15], [6:D-5-0,04-8], [7:0-4-0,0-1-15] LOADING-(psf SPACING- 2=0-0 -CS1. DEFL. -in- (toc) Vdefl Ud PEES GRIP TOLL 20.0 Plate Grip DOL 125 TC -O.B7 Vert(LL) -0.28 12-13 -,999 360 MT20 244/190 TC-DL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CTj -0.53 12-13 >919 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(C 1) -012 9- n/a file BCDL 10.0 Code FBC2020/rP12014 —Matrix=SH Wlnd(LI-) 0 ,119= 13- >999 240 Weight: 264 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP-C-HORD 5-6,6-7: 2x6 SP No.2 BOT-CHORD 2x4 SP No.1 'Except` -BQT CHORD 9-11: 2x4 SP No.2 WEBS WEBS- 2x4-SP- -No.3 *Except• 5-12,7-12: 2x4 SP No.2 -REACTIONS. (size) 9=101echanical, 1=0-B-0 Max Horz 1=350(LC-12)- Max Upidf_9=7074LC_]2), 1=650(1_C 12) Max Grav 9=2078(LC 17), 1=2231{1.C�17) FORCES. -(lb) - Max`Comp /Max Ten.- All forces 250 (lb) or less except when shown - TOP CHORD 1-2=-12211503. 2-4=-3871/1447, 4-5=2932/1217,$=0=2351/1098, 6-7=21151/1098- 7-8=1149/521, 8-9=-2057/913 BOT CHORD 1-1 5=-1 618/3760,13-15=1353/3207, 12-13=1014/2596, 10-12=404/1019 WEBS 2-15=376/332, 4-15_1.86/686, 443=875/494, 5-13=-275/1023, 5-12=-295/102, —13--12=J84/554,7-12=741!1]111167 7=10=1143/658, 8-10=694/1790 -Structural-wood sheathing directly applied or 2-0-13 oc purlins, except end verticals. Rigid ceiling directly applied or 4-10-1 oc bracing. 1 Row at midpt 4-13, 5-12, 6-12, 7-12, 7-10, 8=9- NOTES- 1) Unbalanced -roof live loads have been considered for -this de_—J 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=O-18; MWFRS (directional) and C-C Exterior(2E) D-4-0 to 6-1-0, Interior(1 j 8=1--0-to 17-6-0, Exterior(21R) 17-6-0 to 25-11-13, Interior(1)-25-11-13 to 36-2-0, Extedor(2E) 36-2-0 to 40-8-4zone; cantilever leftand right exposed ;C-C_ for members and forces & MWFRS_for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project -engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this tniss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=707, 1=650. January 8,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to pravent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew 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 ANS11TP/f Quality Criteria, DS9.89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22397349 n , 2555522-GEM-BLANFORD A8 Hip 1 1 ' Job Reference (optional) BUllDers i-irsnio- Urce (Fort Fierce), tort Fierce, FL - J4`J4o, d.4JU 5 Nov 3U zuzu mi I ex-Inaustnes, Inc. rri Jan a l9:Du:u t luxi rage 1 ID: C69zr8AlafggnCg W 9 U732TzyL4E-Bi_QRwOQp7Vzg IpCCnGG_HkkvpiB4ydpO G_Anzzx001 6-10-5 13-2-3 19E-0 26-10-0 i W-0 40-10-0 i 6-10-5 6-3-13 6313 7-" 7� 0 6-8-0 Scale = 1:73.4 5x8 = 2x4 11 5x8 = 6.00 F12 I 5 18 8 19 20 7 21 -ST-1.5x8 STP = Ia " 19 13 " 12 1 1 10 9 3x6 = 3x4 5x6 WB 3x4 = 5x8 = 3x5 3x8 = 4x6 11 10-0-4 19 6 0 26-10-0 342-0 40-10-0 74-0 Plate Offsets (X Y)- [1:0-2-12 0-1-8], [5:0-6-D'0-2=8]l7,0-6 TO=2-8] [9:Edge,0-3-8] [10:0-3-8,0-1-8] LOADING--(psf) SPACING- 2-0-0 1 -CSI. DEFL. in (loc) Udefl L/d PLATES -GRIP- TCLL 20.0 Plate Grip DOL- 1.25 1 TC 0.87 Vert(LL) -0.29 13-15 >999 360 MT20 244/190 TG L 15:0- Lumber DOL 1.25 BC 0.77 Vert(CT) -0.54 13-15 >900 240 BCLL -D.0 -Rep Stress Incr __'ES WB 0.63 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-SH Wind(LL) 0.19 1-15 >999 240 Weight: 258 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4-SP-No.2 `Except' TOP CHORD Structural wood sheathing directly -applied Dr-2-2-0 oc purlins, 1-3: 2x4-SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. 11-143W SP-No.1, 1-14: 2x4 SP M 31 WEBS 1 Row at midpt 4-13-5=12,-6-12; 7-12, 7-10, 8=9; 8-10 WEBS 2x4 SP No.3 OTHERS 2x4 SP-No.3 =REACTIONS. (size) 9=Mechanical. 1-0 8-0- Max Horz 1=350(LC 12) -Max Uplift 9=-707(LC 12), 1=850(LC-12) Max Grav 9=2105(LC 17), 1=2239(LC 17) FORCES._ (lb)-- Max. CcmpJIvax�en. - All forces 250 (lb) or less except when shown. TOPCHORD- 1-2--4107/1494, 2-4=3819/1430, 4-5=2677/1 i62, 5-6=2066/1047, 6-7=2066/1047, 7-8=1467/683; 8-9=1978/944 BOT CHORD 1-15=-1592/3777, 13-15=1296/3116, 12-13=-9112/2400, 10-12=-485/1247 WEBS- 2-15=-443/375, 4-15=205/R?_5 4-13=1049/557-5-13=312/1115, 5-12=-480/135, 6_12=-5B2/423, 7-12=577/1443, 7-10=893/548, 8-10=669/1741 _NOT ES- 1) Unbalanced roof live loads have been considered for this design. 2) lMnd: ASCE 7-16; VuK=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat- II; Exp'C7Enc1-GCpi=0718; MWFRS (directional) and C-C-Exterior(2E)-0=40 to 6-4-0, Interior('1)-6=4-0 to 19-6-0, Exterior(2R) 19-6-0 to 27-1143, Interior(1) 27-11-13 to 34-2-0, Exterior(2E) 34-2-0' to 4D-8-4 zone; cantilever left and right exposed ,C-C for members and forces & MWFRS for -reactions shown; Lumber DOL=1.60lplate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown -covers rain loading requirements speck to the use of -this truss Component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live [Dad nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing Qlate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=707, 1=650. January 8,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek®.con aactors. 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 @�� ��gg Te ' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IVt('i fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Componerrt 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22397E50 2555522-GEM-BLANFORD A9 Hip 1 1 Job Reference. optional Builders FirstSource (Fort Pierce), Fort Pier, FL - 34945, 8.430 s Nov 30 2020 MTek Industries, Inc. Fri Jan 8 14:50:05 2021 Page 1 ID:C69zrBAlafggnCgW9U732TzyL4E-cuYoeGl2aQeq[SOOmVnV WUGvaD 1 vpNlydwkjJQzx000 13-1-14 18-10 21-6-0 26-10-0 32-2-0 40.10-0 7-11 6-1-14 0.1-12 B-2-6 5-4-0 5-0-0 8-8-0 5x8 = 2x4 I 5x8 = 6.00 F12 5 18 19 6 20 21 7 ST1.&B STP = 16 15_ 14 Za 13- C4 12 Z. 1 r 10 3x6 = 2x4 11 3x4 = 3x8 MT20HS =- 3x4 = 5x8 = -3x.6= 3x6 = Scale= 1:76.2 4x10 MT20HS 11 7-0-0_-13-0-2 1211104 21-6-0 26=10-0 -322-0 -40-40-0 7-0.0 6-D-2 D- -12 B-4-2 5-0-0 5-4-0 B-8-0 Plate Offsets (X,Y)- [1:D-2-12,D-1-8] [5:D-5-8,0-2-4] [7:D-5-8,D-2-4] [8:0-2-12,0-2=0] [9:0=3-8,Edge] LOADING (psf) SPACING- 2-0-0 w . DEFL. in (ice) -I/deft lld PLATES -GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) =0.25 13-15 >999- 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25- BC 0.80 Vert(CT)-0.501345 -964 240 MT2DHS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.19 13-15-->999- 240 Weight- 7aib--FT=20% LUMBER- _BRACING- TOP-C-HORD 2x4-SP-M31 'Except' TOP -CHORD Structural wood sheathing directly applied -except end -verticals. 5-7: 2x4 SP No 2, 1-3: -2x4 SP-NoA -BOT-7GHORD Rigid ceiling directly applied or 4-10-4 oc bracing. BOT CHORD 2x4SP-14o.-i 'Except' 'WEBS 1 Row at-midpt 5-12 6_12 7-12, 7-10, 8-9, 8-10, 4-13 9-1-1: -2x4 SP-No.2- WEBS 2x4 SP No.3"Except' 8-9: 2x4 SP No.2 REACTIONS- (size) 9=Mechanical-,1=0 8=0- Max Horn-1=350(LC 12) Max Uplift 9=707(LC 12), 1=650(LCA2) Max Grav 9=2096(LC 17), 1=2228(LC 17) FORCES (Ib)--Max-Comp]Ai1ax. Ten. -All forces 250 (lb) or less except -when -shown, TOP CHORD 1-2=- 4151d7469. 2-4=3464/1350, 4-5=2437/1095, 5-6=1838M004,-6-7=1838/10D4, 7-B=-16541773, 8-9=-1590&S55=- BOT CHORD 1-1 6=-1 559/3820, 15-16=-155913820, 13-15=1 304/3203,12-13=824/2180, -10-.12=-529/1399 WEBS- 2-16=0/264,2='i5=711!S68r?3=02/1132�r12=64c.!208�2=-376!261, -7=tZ= 458 t125,-9 n9=689/474, 8-10=639/1722, 4-15=99/660, 4-13=-1316/614 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf�-BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-40-to-6-4-0, Interior(1) 6-4-0 to 21-6-0, Exterior(2R) 21-6-0 to 29-11-13, Interior(') 29-11-13 to 32-2-0, Extedor(2E) 32-2-0 to 4D-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 9=707, 1=650. January 8,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/192020 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 very the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i*�iiTek'- 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 ANSOTP11 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 1 t T22397351 2555522-GEM-BLANFORD A10 PIGGYBACK BASE 1 1- o tional Job Reference Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 Mi rek Industries, Inc. Fri Jan 8 14:49:47 2021 Page 1 I D: C69zr8AlafggnCgW 9U732TzyL4E-BRS_s6pmpuMNShOxkTH nhXgFzrubF RJU7NmgSzxODI 7 D 0 13-1-14 21-0-1 26-10-0 32-7-15 40-10-0 7 0 0 6-1-14 7-10-2 5-9 15 5-9 15 8 -2-1 Scale = 1:75.9 5x8 = 2x4 15x8 = ST1.5; —3: LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) 1,defl Ud TCLL 20.0 Plate Grip-D' OL 1.25 TC 0.87 Vert(LL-)' -0.24 13-15 >999 360 TCDL 15:0 Lumber DOL 1.25 BC- 0.98 Vert(CT) -0.48 13-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB Q69- Horz(CT)-0.12 9 n/a n/a BCDL 10.0 Code-FBC-2020/TP12014 i M rix=SH- Wind(LL) 0.19 13-15 >999 240 LUMBER - TOP CHORD 2x4-SP-931-Except* �5-7:-2x4-SP No.2, 1-3: 2x4 SP No.1 BOT CHORD- 2x4 SP No.2-Except* 1-14: 2x4 SP No.1 WEBS- -2x4SP-No.3 *Except* 8=9: 2x4 SP No.2 REACTIONS. (size) 9=Mechanical, 1=03=0- -hiax-Horz 1=350(LC 12) Max Uplift 9=707(LC 12); 1=650(LC-12) - Max_Grav-9=2097(LC-17),-1=2229(LC-17)- BRACING- T-OP CHORD BOT CHORD WEBS _ FORCES^(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb)- or IQ,bc except when shown. TOP CHORD 1-2=-4156/1471, 2-4=-345d/1350, 4-5=2491/1-113,-5-6=}890HU14,-6-7=1890/1014, 7-8=1612,7;Y4 8-9=" 930!953 BOT CHORD 1-16=-1565/3817, 15-16=-1565/3817, 13 15=1301/3186, 12-13=847/2230, 10-12=521/1365 WEBS- 2=18=01267, z-1o=728/376, 5-13=308/1116, 5I12=587/189, 8,2=-432/309, 7-12=-487/1201, 7-10=741/489, B-10=647/1724, 4-15=106/654, 4=,5—r2fi,i595- MHS II PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 271 lb FT = 20% Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-0-10 max.): 5-7- Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 5-T2; 6-12, 7-12, 7-10, B-9, 8-10, 4-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph,7C17L=S0psf, BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Ezp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2Er0-4-0 to 6-4-0, Intedor(1) 6-4-0 to 21-0-1; Exterior(2R) 21-D-1 to 29-5-14, Interior(1) 29-5-14 to 32-7-15, Extedor(2E) 32-7-15Ito 40-8-4 zone; cantilever left and right exposed ;C-C for members -and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load -shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord -in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with (BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. I 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b) 9=707, 1=650. 1 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 8,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, andjsior 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 T building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITPII Quality Criteria, DSB-89 and BCSI Bullrling Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 35610 Job Truss Truss Type Qty Ply +, T22397952- 2555522-GEM-BLANFORD All PIGGYBACK BASE 5 1 Jab Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s-Nov 30 2020 MiTek Industries, Inc. Fri Jan B-14:49:48 2021 Page 1 ID: C69zrBAlafggnCgW9U732TzyL4E-cdON4SgOaCUElgb7GQ_WKv3?JNENKieSjn6KCvzxOOH M-0 13-1-14 21-0.1 2610.0 32-7-15 39-8-0 r41-2-81 7-0.0 6-1-14 7.10.3 5.9.15 5.9-15 7-0.1 1-rr8t Sx8 = 2x4 11 5x8 = 3x6 = 18 17 lozo 15 zr 14 zO 10 12 -Ge 11 10 Scale = 1:80.4 ST1.5x8 STP = 2x4 11 3x4 = 3x4 = -5x8 = 3x6 = ST1.5x8 STP = 3x8 MT20HS = 316-= -2x411 6xB = 41-2.8 7-0-0 131-14 -2T:0--1 211" 32-7-15 i 338-0 40r¢D i 7-0-0 61.14 7 1 -3 59-15 -t9-15 ?�1 1.2-8 Plate Offsets (X,Y)- [1:0-0-4,Edge],[5:0-6-0,0-2-8),[7:0-6-0,0-2-8) LOADING (psf) SPACING- 2-0-0- CSI. DEFL. in floc) -11defl- Uld- PLATES GRP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.23 15-17 >999 360- MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0,45 15-17 >999 240 -MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Wind(LL) 0.19 15-17 >999 2"0- Weight: 291 lb FT = 20% LUMBER- BRA&ING- TOP CHORD 2x4 SP No.2 `Except' TOP -CHORD 1-3: 2x4_SP_Na1,_M: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 `Except* BOT 13tORD= 10-13: 2x4-SP-No.2 -WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 1=0--M 11=0-&O Max Horz 1=340(CC_12) Max Uplift 1=636(1_C 12), 11=734(LC 12) Max Grav 1=2182(LC 17), 11=2173(1-1-7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-405744431, 2-4=-3357/1308, 4-5=23897-1'069, 5-6=-1.7.7E19B5r6a-1775/965, 7-B=-1431/713 BOT CHORD 1-18=15-18/3732, 17-18=1518/3732, 15-17=-1253/3098,_14-15=798/2141, 12-14=-445/1215 WEBS 2-18=0/269, 2-17=731/377, 4-17=107/655, 4-15�_1263/596,-5-a.5=-309/1113,_ 5-14=-634/209, 6-14=-443/327, 7-14=52111281, 7-12=843/465, 8-12==564/1608, 8-11=2120/1155, 9-11=-145/311 Structural -wood sheathing directly applied; except -end verticats, and 2=0:0_ oc purlins (4-1-10 nrl5-7. Rigid -ceiling directly applied or 4-112 oc bracing. 1 Row=at-midpt 4-15, 5-14, 6-14, 7-14,7-12, 8-12,-8-11 NOTES- 1) Unbalanced -roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.1B;'M vG FRS (directional) and C-C Exterior(2E) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 21-0-1, Exterior(2R) 2141- to 29-5-14; Interior(1) 29-5-14 to 32-7-15, Exterior(2E) 32-7-15 to 41-0-12 zone;. cantilever left and right exposed ;C-C for members_ and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain -loading requirements specific to -the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=636,11=734. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 8,2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M7ekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not �k 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 Mew 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 ANSM11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22397353 2555522'GEM-BLAN�ORD Al2 PIGGYBACK BASE 2 1 Job Reference (optional) ewicers.rirsiz)ource troy Fierce), t-on Pierce, rL - 441:140, 6.4JU S r4o� JU ZUZU MI I eK InauStrleS, Inc. rn Jan 6 14:49:bo 2U21 Page 1 ID: C69zr8AlafggnCgW9U732TzyL4E-Y087VBre6ply?81WOro_PK9JdAvkoZJIA4bRHnzx00F 13-1-14 i 21.0-1 2610.0 32-7-15 39•&0 A1-2-8 SO-o 8-1-14 7-10-2 6.9-15 5-9-15 7-0-1 1-6e' 3x6 6.00 12 3 3x6 i 19 2 0 5x8 = Scale = 1:80.4 2x4 I I 5x8 = 5 21 22 6 23 2 7 25 3x4 3x6 = 18 it —17 ,t626— 15 27 1-4-26 13 12 29 11 10 ST1.5x8 STP =-ST1.5x8 ST-P-= 3x8 = 4X6 3x4 = 3x8 = 3x6 = ST1.5x8 STP = 3x6 I I .3x6 = 2x4 II 6x8 = 41--2=8 i 5-0-0 13-1-14 21-0-1 26-10-0 32-7-15 39-8-0 40.0-0 5-0-0 8-1-14 7-1a2 ter+-9-]5— 5-s-75 7-0-1 1-2-8 LOADING (psfj- -SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020lrP!2014— LUMBER- o. BLOT CHORD-2x4SPLNo.2- VAEBS_-1-4-SP=No.3- REACTIONS.. (size) 1=041-0,-16=0-8-0, 91=M-0 Max Horz- 1=340(L-G 12) Max Uplift 1=54(LC 1U),18=826(LC 12). 11=-6: -MaxzGrav=1:=104(LC 18), 18=2489(LC 17); 11=1� FORCES. (lb) - Max. Comp./d lax -Ten: - All forces25Qf1b)-orAej TOP CHORD 1-2=-334/439, 2-4=2077/772, 4-5=1816/846, 5 7-8=1211/624 30T_CHORD 15-17=796/1937, 14-15-592/1614,12 14 �61 :1lEBS- 2-18=-2225/1037, 2-17=800/2DSB; 4-17-331/3 5,! 4=252/7-7, r,-14=-446/330, 7-14=389/947, 8-11=-1898/1040 9-11=145/312 NOTES= CSI. DEFL. in (loc) UdeA Ud TC 17:92- Vert(L-L) -0.1515-17 >999 360 BC 0.78 Vert(CT) -G.28-15zi7—>999- 240 WB 0.B7- Horz(CT) 0.04 T17 n/a n/a Matrix-SH -Wnd(LL--) 0.0915-17 >999 240- BRACING- PLATES GRIP -MIT20 - 244/190 - Weight: 291 lb FT = 20% -TOP CHORD Structural wood -sheathing directtyapplied, except end verticals, and 2-0-0 oc purlins (4-8-0 max.): 5-7. -BOT CHORD Rigid -ceiling- directly applied or 6-0-0 oc bracing. WEBS- 1 Row at midpt 2-17, 4-15, 5-14; 6-14, 7-14, 7-12, 8-11 (LC 12) 4(LC 18) except when shown. -1414 M3,_6-7-=14 4/823,- D15 4-15=429/266, 5-15=10215-7£, 2=-650/3BB, 8-12=-456/1333- Job Truss Truss Type Qty Ply y. T22397� 2555522-GEM-BLANFORD A13 Hip 1 1 Job Reference (Optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 8 1449:51 2021- Page 1 ID: C69zrBAlafggnCg W 9U 732TzyL4E-OChViTsGt7tpclKiyYXDyXhUTaFvXOZuPkL-PDZx00E -2-0-0 , SO-0 131-14 , 21.0-0 2510.0 , 32-6-0 39-6-0 ,41.2-8, 2-0-0 SO.O 11-14 7-10-2 510-0 510-0 7-0-0 1-68 5x8 = 2x4 11 5x8 = 6.00 12 6 25 26-7 27 28 8 3x6 = ST1.5x8 STP = 3Xo = 4x6 = 3x4 = 3x8 = 3x6 = ST1.5x8STP = 3x6 11 3x6 = 6x8 = 2x4 11 -412-8 13-1-14 SO-0 D 2610.0 �2?0. 39-BA 8-1-14 -0.5107-M-N Scale = 1:81.6 LOADfNG-(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CS]. TC 0.92 BC 0.78 WB 0.87 Matrix-SH DER. Vert(LL) Vert(CT) Horz(CT) Wtnd(LL) in (loc) Vdefl Lid -0.15 16-18 >999 360 -0.28- 16-18 >999 240 0.04 12 rile n/a 0.09 16 >999 240 PLATES GRIP- MT20 244/190 Weight: 298 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD-Structu al woodsheathing-directly appfied; except end verticals: BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling-directly-app4ied-c.,S-0.0-oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3 18; 5-16- :?5,--7=15,8-154-13, 9-12 OTHERS 2x4 SP No-.3- REACTIONS. (size) 2=0-8-0, 19=0-8-0, 12=0-8-0 -MaXHOrz 2=416(LC 12) Max Uplift 2=125(LC 12), 19=771{LC 12), 12=637(LC 12) Max r rrov_2= BR r. 797.19=2442kLC 17). 12=1914(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=330/433, 3-{s=2081/774,1r-6=1817/847, 6-7=-1416/824, 7-8=-1416/824, 8-9-1211 /624 BOT CHORD 16-18=-798/1942, 15-16=-592/1616, 13-15=-367/1016 WEBS 3-19=-2208/1026, 3-18=-806/2107, 5485 330/327, 5-16=-433Q969,-6-1 6=1031573, 6-15=-292/77, 7-15=-446/331, 8-15=389/948, 8-13=-651/389, 9-13=-456/1334, 9-12=-189811 D40, 10-12=145/312 NOTES- ) -Unbalanced roof live -loads have been considered for this design. 2) Wind: ASCE-7-16; Vuft=160mph (3-second gust)-Vasd=124mph; TCDL=5.Opsf; BCDL=5Apsf;.h=15ft; B=45ft; L=6Dft; eave=7ft; Cat. II; Exp C; Encl.,-GCpi=0.18; MWFRS (directional) and C-C Exterior (2E)-1-11-3 to 4-0-13, Interior(1) 4-0-13 to 21-0-0, Exterior(2R) 21-0-0 to 29-5-13, Interior(1) 29=r13 to 32-8-0, Exterior(2E) 32-8-0 to 41-0-12 zone; cantilever left and right -exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gr1pD-uL=i:60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown Covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water-ponding. 5) This truss has-been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=1b) 2=125, 19=771, 12=637. January 8,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 q building design. Bracing indicated Is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i i fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22397355 2555522-GEM-BLANPORD A14 Hip 1 1 Job Reference (optional) tluuoers Flrstsource (Fort Nleroe), Fort Fierce, FL - 3494b, 8.43u 5 NOV 30 Z020 MI! eK Industries, Inc. Fri Jan 8 14:49:52 2021-Page 1 ID:C69zr8AlafggnCgW9U732TzyL4E-UOFtwptueR?gESuuVG2SUIEfN bEGTo2dO4XLgzx00D -2.0-0 sao 1z-ao laao 26-1ao as e o ao-s o ,41-2-8 2-ao sao 7-ao 7-a0 7-10-0 7-10-o sao 1-6 6 2x4 M 6 5x8 = 2x4 11 _5x8 = 6.00, 12 6 257 26 27 8 28 S{lil "1L U- 19-0-0 + Zfi140 -4- 39 &0 4Q-o-0 7-0-0 7-160 7 1-2-8 LOADING (psf) SPACING- 2-0-0 CSI. ^E-RL. in (loc) Udefl -L/d TCLL 20.0 Plate Grip DOL 1.25 TC, 0.91 Vert(LL) -0,14 15-16 >999 -360- TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.26 15-16 >999 240 BCLL , 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) -0:09 15-16 >999 240 LUMBER - TOP -CHORD. 2x4 SP No.2 _BOS_CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 -OTHERS 2x4 SP No-3 REACTIONS. (size) 19=0-8-0, `f2=0=8-0, 2=0-8-0 —Max Horz 2=416(LC 12) Max Uplift 19=784(LC-:12),12=635(LC 12). 2= Max Grav-19=2488(L-C 17); 12=1901-(LC 18), 2 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or I TOP CHORD 2-3=379/556, 3-5=1953/718, 5-6=19071842, 8-9=1031/525 BOT CHORD 2-19=-334/31, 18-19=334/31, 1-6-42=464/1W -WEBS 3-19=2269/11036, 3AB=-B34/Z160, 5-18=-463 BRACING - TOP CHORD BOT CHORD -WEBS 3(LC 21) except when shown. =-1585/844, 7-8=-1585/844, 15-16=633/1692, 13-15=322/864 8-15=-488/1208, B-13=843/485, 9-13=514/1412, 9-12=1817/898 NOTES- Scale = 1:77.5 -PL-Aim- GRIP -iJIT20 244/190 -Weight: 288 lb FT = 20% Structural wood-sheathtng-directly applied or 2-2-0 oc purlins; except_endAteRicals. Rigid ceiling directly applied or 6-0-0-oc bracing. 1 Row at midpt 5-16, 6-151 7-15, 8-15,_8-13, 9-12 1 Job Truss Truss Type Qty Ply ' T22397956 2555522-GEM-BLANFORD A15 Hip 1 1 Job Reference (optional) tivaSers rlrstsource (tort Pierce), tort Fierce, tL - s4a40, 0.4aU s NOV au zuzU m1 I eK Inaustnes, Inc. to Uan o 14:4y:0s zucl rage t ID:C69zr8AlafggnCgW9U732TzyL4E-yapG79uXOk7XscT53zahlynwWOv77w3Bs2g5u6zx00C I -2-0.0 5.40 11-0.0 17-0-0 23$11 30.1-5 36-8-0 1 8-0 i41-2-B1 2-0.0 5-0.0 b0.0 8-0-0 6-6-11 6{r11 6-6-11 3A0 1-6-8 2x4 '4 d 5x6 = 6.00 12 6 3x4 = 3x6 = 3x4 = 56 = 7 26 8 27 28 9 10 4x6 Scale = 1:77.3 5*8 STP = 21 20 '" 18 -" 3x6 = ST1.5x8 STP = 3x8 = 3x8 = __ .. _ . 3x4 = ._ __ 15 14 13 4x6 = 5x8 = ST1.5x8 STP = 3xu I 3x6 = 2x4 II 6x8 = 41-2-8 5-0-0 11-0-0 174:2 i 26-10-0 36bU 39-6-0 40-¢0 9-10-0 9-10-0 3-0-0 0-4-0 1-2-8 Plate Offsets (X Y)- [6:0-3-0,0-2-01, jiDV:'�2=0] [20:0-3-8,D-1-81 -LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate -Grip DOL 1.25 TC 0.56 Vert(LL) -0.26 17-18 >999 360 MT20 244/190 i CDC 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.45 17-18 >921 240 BCL-L 117.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.05 14 n/a n/a BCDL 10:0- Code FBC2020/rPI2014 Matrix-SH Wind(LL) 0.09 17-18 >999 240 Weight: 287 lb FT = 20% -LUMBER- BRACING. TOP CHORD 2x4-SP No-2- TOP CHORD Structural wood sheathing directly -applied or 3-7-15 oc Furlins, BOT CHORD 2x4 SP No.1 'Except' except end verticals. 13-16: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4-SP No.3 WEBS 1 Row at midpt 7-18,-7-17, 9-15, 10=T5, 11-14 OTHERS 2x4 SP No.3 REACTIONS. (size) 21=0-8-0,14=0--8-0, 2=0-8-0 Max Horz 2=416(LC--12-)- Max-Uplift 21=794(LC 12), 14=634(LC 12). 2=104(LCA2) Max Grav 21=2492(LC 17-),-14=1857(LC 19), 2=176(LC 21) FORCES. (lb) -Max. Comp./Max. Tern. -All forces 250 (lb) or less except when shown. . 0121-CHORD 2-3=-417/644, 3-5=17561647, 5-6=19311816, 6-7=-1680/810T-7-9-17261797, 9-10=663/387, 10-11=-755/375 -BOT CHORD 2-21=436162, 20-21=-436/62, 18-20=722/1617, 17-18=730/1846,15-17=607/1492 WEBS 3-21=-2274/1046, 3-20=-835/2119, 5-20=657/384, 5-18=22/287, 6-18=-66/437, 7-18=-373/149, 7-17=-288/274. 4-17=164/743, 9-15=140D/613, 11-15=-552/1534, 11-14=1805/778 NOTES- 1) Unbalanced roof -live -loads have been -considered forthis design. 2) Wind: ASCE 7-16; Vuh=160mph (3-second gust) Vasd=124mph; TCDL-=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 1I Ezp C; Enc- GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-1-11-3 to 4-D=f3, Interior(1) 4-0-13 to 17-0-0, Exterior(2R) -17-0-0to 25-5-13, Interior(1) 25-5-13 to 36-8-0, Exterior(2E) 36:&-0 to 41-0-12 zone; cantilever left and -right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown -covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 21=794, 14=634, 2=104. January 8,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 - Mew Itll� i�.. K, 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 ANSYTPl1 Quality criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sa'W information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22397357 2555522tGEM-BLANFORD A16 Hip 1 1 ' Job Reference (optional) etnicerS-tlrstboufce (tort rlerce), tort rlerce; rL-;$4V4b, t1.43U s Nov JU zuzu N11 I eK _tnousmes,_Inc. rn Jan is 74:4v= ZUZI rage I D: C69zrBAlafggnCg W9U732TzyL4E-vzxOYrvnwMN E5vdTBOc96NsBrBbrroSUKMJBy?zxOOA 41-2-8 5-0-0 10-0-0 15-001 23-3-13 3bS15 39b-0 - 5-0-0 5-0-0 5-0-0 5-3-13 8-2-1 7-2-1 -041 1-6-8 Scale = 1:75.1 5x8 = 6.00 12 5x8 = 3x4 = I 52a 6 21 22 7 2x4 11 3x6 = a 94X6- ST1.5x8 STP = 18 zs L4 1 r 16. zo 15 zo 14 13 d!/ 12 1<t 3x6 = ST1.5x8 STP = 3x6 = 3x4 = 3x4 = ST7 Ex8 STP = 6x8 = 3x4 = 3x6_= -'6x8 = 2x4 11 41.2-8 5-0-0 15-0-0 23-3-13 .31- -15 39$0 40r0-0 5-0-0 10-0.0 8313 52 1 B-2-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) i/defl Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.27 16-18 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.49 16-18 >849 240 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.08 12 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix-SH Wind(LL) 0.10 15 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No 2 `Exce t` TOP G+ n_ 0fl- PLATES- GRIP MT20 244/190 Weight: 259-lb— FT = 20% p Structural woodsheathing directly applied, except end verticals. 5-6: 2x4 SP No.1 BOTCHORD Rigid -ceiling directly applied or=- -0 oc bracing. BOT CHORD 2x4 SP No.2 `Except` WEBS 1-Row midpt- -4-18; 6-13 14-17: 2x4 SP No.1 2-Rows at-173-pts 7-12 -?MEBS -2x4 SP No.3 REACTIONS. (size) 1=0-B-0, 18=0-8-0, 12=0-8-0 Max Horz 1=340(LC 12) .—Ms x-Uplurl=•94(iiC 24), 18=810(LC 12), 12=-640(LC 12)_ Max Grav 1=80(LC 12), 18=2534(LC 17), 12=1878(LC 19) fORCES—(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-366/538, 2-4=1B4/462, 45=-aQ76/783, 5-6=-2098/910, 6-7=1531/690 BOT CHORD 1-18=-358/3, 16-18=-705/1436, 15-16=689/1749, 13-15=833/2115, 12-13=609/1548 WEBS 2-18=-456/387, 4-18=2423/980, 4-16=46/552, 5-15=-205/605, 6-1a=-778/359, 7-13=-159/886, 9-12=514/410, 10-12=83/266, i7-12=-2036/806 NOTES- -'I) Unbalanced roof live loads have -been considered for this design. 2)-Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft;1=_60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi--0.18; MWFRS (directional) and C-C Exterior(2E)-0-4-0 to 6-4-0, Interior(1) 6-4-0 to 15-0-0, Extedor(2R)-15-0-0 to 23-5-9, Interior(1) 23-5-9 to 3B-8-0, Eztedor(2E) 38-8-0 to 41'-D-12 zone; cantilever left and sight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60' 3) Building Designer -/-Project engineer responsible for verifying applied roof live load shown covers ram loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 18=810; 12=640. January 8,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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 applicabllityl,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 MOW always required for stability and to prevent collapse with possible personal�Iinjury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20501 Tampa, FL 36610 Job Truss Truss Type Qty Ply y T22397858 2555522-GEM-BLANFORD A17 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945,- 8.430 s Nov 30 2020 Mi rek Industries, Inc. Fri Jan 8 14:49:56 2021 Page 1 I D: C69zrBAlafggnCg W 9U732TzyL4E-N9V OIBwPhfV5j3Cgk670fbPN obzkCEtdY021 U Rzx009 S0.0 13-0-0- 19-6-0 26-4-0 i 33.0-0 39.8-0 i41.2.8 i 5-0.0 8-0.0 6-B-0 6-8.0 6.8.0 6580 t•6.8 Scale = 1:70.3 5x6 = 6x8 = 3x4 = 5x6 = 3x4 = 2x4 II 3 20 4 21 522 23 6 24 7 8 7 " -3x@ 3x6 - 3x4 = 3x4 = 4x6 - 3x4 = ST1.5x8 STP = 4x6 = -5x6 = 41-2-8- b0.0 19b-0 26-4-0 33-0.0 i 39-8-0 4q ¢0 SA-0 An 7-11-8— 6A-0 6-M 6-8-0 6-8-0 1-2.8 Plate Offsets (X,Y)- [1:0-0.4,Edge] [3:0-6-0,0-2-8], [5:0-3-0,0-3-0], [8:D-1-8,Edge], [16:0-3-8,0-1=B]-- LOADING-(psrr- SPA0NG-- 2-0-0- CSI. DEFL. in (!oc)- Udefl Lid PLATES GRIP TCLL 20:0 PtateGrip-DOL 1.25 TC 0.81 Vert(LL) -0.1413-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL -1.25 BC 0.74 Vert(CT) -0.2813-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 1-.00 Horz(CT) 0.07 -10 n/a n/a BCDL 10.0 Code-FBC2020/TPI2014 -flf-irix-SH Wind(LL) 0.12 13-14 >999 240 Weight: 264 lb FT = 20% -LUMBER- BRACING - TOP CHORD- 2x4-SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT-CHORD 2x4 SP No.2 WEBS 1 Row at midpt 4-13, 5-11, 6-10 WEBS 2x4 SP No.3 `Except' B-9: 2x6 SP No.2 -REACTIONS. All bearings 5-4-0 except (;it=length) 10=0-8-0. (lb) - Max Horz 1=352(LC-'f2)- Max Uplift All uplift 100 lb or less at joints) 1 except 17=854(LC 12), 10=633(LC 12) Max Grav 1 except 17=2490(LG 17), 17=2036(LC 1), 10=1871(LC 17) FORCES. (Ib)-Max: omp iM-.xcTen.-= AJ forces-250 (lb) or less except when shown. TOP CHORD 1-2=-400/508, 2-3=1924/678, 3-4=22811934,4-5=-2=8583-6=1484/558 BOTCHORD 1-17=-319/^u,-16=i7=-319/0, 14-16=686/1VArl3-14=-935/2280, 11-13=-85B/2215, -13 ? 1=-558/1484--- -- WEBS 2-17=-2217/1089, 2-16=-720/1996, 3-16=-358/294, 3-14=348/966, 4-14=A51/306, 5-13=8/348, 5-11=1037/42B-6-11=232/1011, 6-10=-2029/773, 7-10=,260/266,_ —7-9=278/141 - s:7T-EO- 1) Wind: PSCE gust) Vasd=124mph; TCDL=5Apsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft, Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and-C-C Exterior(2E) D-0-0 to 6-0-0;.Interior(1) 6-0-0 to 13-0-0, Extedor(2R)-13-0-0 to 21-5-13, Interior(1) 21-5-13 to 40-11-12 zone; cantilever left and right exposed ;C-C'for members and -forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1-.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 17=854,10=633. January 8,2021 ®WARNING - Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MTekO connectors. This design Is based only upon parameterssho�i n, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall bracing ■■i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the n�iiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/lPll Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply � . T22397359 2555522-GEM-BLANFORD 61 ROOF SPECIAL GIRDER 1 1 Job Reference (optional) tiunaers rlfstbource trOn rlerce), rOn rlerce, rL - 64J40, 6:0 2x4 d 732 7-1.6 0.43U s NOV .1U ZULU wll I UK inausines, inc. rn Jan o 14AU: Vo LUZ i rage _i Scale = 1:80.1 ST1.5x8 STP = 5x17-=- �3x8 =3x8 MT20HS = 3x4 = 3x6 = 4XB 5x6 = ST1.5x8 STP = 2x4 11 3x6 11 NAILED - -LOADING (psi) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Vdeft -L/d PLATES GRIP TCLL -20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.38 18-19 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.79 18-19 >627 240 MT20HS 187/143 BCLL -0:0-` Rep Stress Incr NO WB 0.98 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.34 18-19 >999 240 Weight: 251 lb, FT = 20% LUMBER- i BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD— Stmetural wood sheathing -directly apphed-or-2-0-7-oc-purlins, 4-6,6-8:2x4 SP M 31 _except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-9-9 oc bracing. 2-17: 2x4 SP M 31, 14-17: 2z4 SP No.1 WEBS 1-Row-at midpt 10-13. 7-18 WEBS 2x4-SP No.3 `Except' 10-12: 2x6 SP No.2, 3-19,10-13,7-18,9-15,8-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 12=0-7-0, 2=0-B-0 -Max Horz- 2=402(LC 21) Max Uplift 12=790(LC 8), 2=872(1_C 8) Max Grav 12=2192(LC 28), 2=2356(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3791/1088, 3-4=-6170/1789, 4-5=7405/2211, 5-6=3910/1305, 6-7=3490/1224, 7-B=-4015/1433, 8-9=-3611/1302, 9-10=-2328/8B1, 10-12=2047/823 BOT CHWEY -2=20-92113330, 19-20=-917/3319, 18-19=-1336/4372, 16-18=1189/4059, 15-16=1068/3675, 13-15=651/2357 ;AtBS— 3-19=1037/3525,-4-19=-3409N-096-5=19=-72612930, 5-18=1066/444, 6:18=345/1359, -10--13=3S71288"A8=-824/279, 9=13=1468/648, 9-15=534/1647, 8-16=154/491, 8 15=-730/400 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mpj ; TCDL=S:Dpsf; BCDL=5.Opsf; h=15ft; B=45it, t=oui-C'eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directionao; cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)13uilding Designer / Project engineer responsible -for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 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 thel bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except (jt=lb) , 12=790, 2=872. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 9) 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 January 8,2021 ;ontinued on page 2 ® WARNING - Vsdfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based onlyllupon 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 propedy 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 MOW 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 ANSM11 Quality Cdteda, DSB-89 and SCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply 4 T22397,ia59 2555522-GEM-BLANFORD B1 ROOF SPECIAL GIRDER 1 1 Job Reference (optional) Builders FlrstSource-(Fort-Pierce), Fort Pierce, FL- 34945, r-43U s Nov 3U 2020 MiTelk Industries, Inc. Frl Jan B 14:9U:U9 2021 Page 2 ID: C69zr8AlafggnCgW9U732TzyL4E-UfnJUd4Zdf8Fn3i9?KsRhKRbWgN WI71YYYixRBzxO?y LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-4=70, 4-6=70, 6-10=70, 1D--11=70, 2-12=20 Concentrated Loads (Ib) Vert:3=75(B) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MTeM 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing RR pA T prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IVI(Tek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM11 Quality Criteria, DSB-69 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Ty ile Qty Ply T22397360 2555522-GEM-BLANFORD B2 Roof Special 1 1 Job Reference (optional) buimers rvstbource Irort rierce,,- tort coerce, t-L-;AW40, B.UO- 12 5x6 = 5x6 = T 2x4- 1-1 3 4 zxa 11 2x4 11 2 / 111 d 1_ UAM 5 NOV JU ZUZU MI I eK moustnes, Inc. Fn dan 6 14:bU:1 U ZUZ1 rage 1 ID: C69zr8AlafggnCg W 9 U732TzyL4E-ysLhhz5BOzG60DGM72Ng DY_nBEjTUahhm CRUzdzx07x 26-4-8 33.11-14 1 41-11-0 43-0-0 Scale = 1:80.1 3x4 = 4x8 = 3x4 = 5x8 = 5x8 = 5x6 = 5 23- 24. 6 7 8 25 9 26 10 11 3x8 STP = 19 18 3x6 = 3x6 = Us = 11-0.0 17 16 4x10 MT20HS = 3x4 = 1 15 3x6 = 14 13 12 4x6 = 5x6 = ST1.5x8 STP = 3x6 11 LCA3ING-(psf)- SPACING- 2-0-0- CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.31 15-16 >999 360 MT20 244/190 TCDL 15.0 LumberDOL 1.25 BC 0.84 Vert(CT) -0.7215-16 >685 240 MT20HS 187/143 BCLL 0.0 -Rep Stress Incr - YES- —WB 0.97 Horz(CT) 0.18 12 n/a n/a —BCDL— -10.0 Code FBC2220,-r 12014- Matrix-SH Wind(LL) 0.42 15-16 >999 240 Weight: 235 lb FT = 20% --LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-211_oc purhns,_ 5-7: 2x4 SP M 31, 7-9: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.1 `-Except* BOT CHORD Rigid ceiling directly applied or 4-2-13 oc bracing. 12-14: 2x4 SP No.2 WEBS 1 Row at midpt 10-13, 6-18 WEBS 2x4 SP No.3'Except` 10-12: 2x6 SP No.2, 10-13-,6-18,9-15,8-16: 2x4 V No.2 OTHERS- 2x4-SP No.3 REACTIONS. (size) 12=0-7-0, 2=0-8-0 _Max -Horn 2=320(LC 12) —t. o l plift 12=799(LC 12),2=849(LC 12) -Uax-Gran 12=1950(LC 1), 2=2023(LC 1) FORCES. (lb) -Max. Comp lf:4ax-Ten- All -forces 250 (lb) or less except when shown. ---TOP-CHORD— 2 3=3466/1522, 3-4=-3060/1433, 4-5=3675/1702, 5-6=3282/1602, 6-8=-4246/1990, 8-9=-3997/1772, 9-10=-2628/1135; 10-12=1875/997 BOT CHORD 2-19=1581/2961, 18-19=-2204/4259, 16-18gI D/4246,-15-16=1-772/3997, 13-15=115812671 Job Truss Truss Type Oty Ply T22397361 2555522-GEM-BLANFORD B3 Roof Special 1 1 Job Reference (optional) tsuuaers mrstbource tron riercel, r0rt rierce, rL - way0, UAJU S . W OU GU IVII I OR II IUUMI ICJ, n I'. r - ray= 1 ID:C69zrBAlafggnCgW9U732TzyL4E-R2v3vJ6p9GOzONrY7luvmlWw3e3FD4Kr?sB2V3zx0?w -2-0-06-2-8 8-2-8 0. 15-7-10 22-1-9 28-7-7 35-1-6 41-11-0 0. 2-0.0 6-2-B 2-0.D 9- 6-7-10 6.5-14 6-5-14 Scale = 1:80.1 5x6 = 5XB —_ 3x4 = 5x6 = 3x4 = 5x6 = 5x8 = n 5 26 276 -7 828 9 29 11D 11 3x6 = 3x6 = 3xB = 4x10 MT20HS — 3x4" = 3x8-= -5x8 = ST1.5x8 STP = 3x4— '4xi",T20HS = 3x6 11 35-1.6 LOADING-(psf)- TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC- 0.87 BC- 0.87 WB 0.82 Matrix-SH n=FL. Vert(LL) Vert(CT) Horz(CT) Wrind(L-L) in (loc)- -Vdefl - .0.43 16-17 >999 360 -0.99-16-17 >503 240 0.21 12 -n/a n/a 0.59 16-17 >848 240— PLATES MT20 MT20H5` Weight: 232lb GRIP 244/190 187/143- FT=201Y_ LUMBER- BRACING - TOP CHORD 2x4 SP-No.2 'Except' TOP CHORD Strueturahwoodsheathing-directly applied, except -end verticals. 5-7,7-9: 2x4 SP No.1 BOT CHORD -Rigid -ceiling directly -applied or 4-0-11 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 10-13, 6_19 :A/EBS 2x4 SP No.3'Exoept' 10-12: 2x6 SP No.2, 10-13,6-19;9&r4, /=17,8-16: 2x4 SP No.2 OTHERS 2x4 SP No.3- REACTIONS. (size) 12=0,7-0, 2=0-8-0 -Max-Horc2=267(LC 12) Max -Uplift 12=-.794(LC 12), 2=B54(LC 12) Max Grav 12=1950(LC 1), 2=2023(LC 1) FORCES. (lb) - Max.-Comp./Max.-fen.= AIISomes 250 (lb) or less except when shown. TOP CHORD 2-3=3462/1530, 3-4=-301y;1439, 4-6=3878/1842, 5-6=3639/1769, 6-7=5090/2374, 7-8=-5426/2399, 8-9=-4727/2044, 9-10=29943/1245=r0-12--1883/972 BOTCHORD 2-20=1452/2959, 19-20=1781/3683, 17-19=2374/5090, 16-17=2410/5436, 14-16=-2044/4727 13_14 J275/3001 WEBS 320=-481/1225, 4-20=-1319/634-419-355!2?7--5-4-0=-449!i,242, 10--13 ,375G3261r 6-19=-1"6551689; c i`-i-i22F729,- 17=12/417, 9-14=881/1979, 7-17=-397/163, 8-14=-838/494, 7-16=-254/259,_8=16=-4051797 NOTES- 1) Wind: ASCE7=16; Vu@=160mph (3second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h='f5ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-11-3 to 4-0-13, Interior(1) 4-0-13 to 6-2-8, Exterior(2E) 6-2-8 to 8-2-8, Interior(1) 8-2-8 to 9-0-0, Exterior(2R) 9-0-0 to 15-0-0, Interior(1) 15-0-0 to 4304 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip_ DOL--1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 100 lb uplift at joint(s) except (jt=lb) 12=794, 2=854. January 8,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mi rekO 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 Mew building tlesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IY1� 08�• 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 ANSUTP/f Quality Criteria, DSB.89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 255552' -GEM-BLANFORD B4 Half Hip Girder 1 T22397362 Job Reference (optional) nunuers rirsibource tFOn rlerce), ron rlerce, rL - 34`J40, b.44U s N0V 8U ZULU Mi I eK In0ustrles, Inc. rn Jan 6 14:bU:1 b 2U21 Pagel ID:C69zr8AlafggnCgVJ9U732TzyL4E-JpBakh9KDVuPV_9JMbzrwbadiFYv9u_QwT9FegzxO?s Scale = 1:78.6 Special NAILED NAILED -NAILED NAUED-NAILED NAILED -NAILED NAILED NAILED NAILED NAILED NAILED , NAILED 5x6 = 6.00 12 NAILED -NAILED 3x4 NAILED 3x4 = 3x6 = 3x4 = .NAILED 3x4 = 3x6 = -3x8 = NAILED 5x6 3 2S M -4 -27 28 5 29 6 7 30 31- 32 33 834 35 9 10 36 37 38 3911-- 12 2x4 11 - z1 II 2:.4- II -2 1 ::i-4 d ___ P = 21 40 41 20- 2 43 19 18_ 44 45 17 46 16 47 48 15 49 50 51 14 52 53 54 5513 4x6 4x6- NAILED ax6 — 7xt0 Vr6 = NA1[ED-NAILED 4 4x6 — NAILED 5X6 ST1.5x8 STP = Special NAILED NAILEDNAI EDNAILED 4x6 = NAILED4X10-MT20HS = NAILED NAILED-NAILEDNAILED3x6 II WAILEDF NAILED -NAILED NAILED NAILED 1-2-11 1 17-3-9 LOADING-.(psf) -- SPACING- 2-3 0 -CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL �20-0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.43 17-18- >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1:25 BC -07.37— Vert(CT) -1.07 17-18 >463 240 MT20HS 187/143 BCLL 0.0 Rep Stress-lncr NO WE, -0'71 Horz(GT) 011 13 n/a n/a BCDL 10.0 Code FBC20201TPI2014— Matrix-SH Wlnd(W)- 0,66 17-18 >748 240 Weight: 500 lb FT = 20% LUMBER- BRACING - TOP -CHORD 2x4 SP No.2 *Except` TOP CHORD -Structural wood sheathing directly applied or 3-4-5 oc purlins, 3-6,6-9: 2x4SP-_No.1 except end verticals. BOT CHORD 2x6 SP M 26- BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. WEBS 2x4 SP No.2 `Except' 11-13:?-x6`SP-No.2;B 21,10-14,4-20,8-15,5-18,7-17: 2x4 SP No.3 .OTHERS- 2x4 SP No.3 REACTIONS. (size) 13=0-7-0, 2=0-8-0 / Max Horz 2--216f.LC-8)- Mar 1lnlifU3=1-129(LC 8), 2=1202(1_0-8) Max Grav 13=2B92(1-C-25), 2-=29e7% C 25)- FORCES. {lb)—Max_Camp-/Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD-- 2-3= 5584/1967, 3-4=-5016/1823, 4-5=920213418, 5-7=11344/4212; 7-8=-1 1-528/4283, 8-10=9732/3615, 10-11=593212189-11 ?3=--2?22/1149 BOT CHORD 2-21=1793/4901, 20-21=3418/9202, 18-20=-4212/11344, 17-1B=4283/11528, 15-17=3615/9732, 14-15_ 2189/5932 WEBS--.3-21==515/1944,11-14=226316r46, 4-21=-4540/1722, 1D-14=21431981,_420 =�t216/1101, Job Truss Truss Type Qty Ply T22397362 2555522-GEM-BLANFORD B4 Half Hip Girder 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.43U s NOV 3u zu2U Mi-lev inaustnes, Inc. I•n Jan is 14= 1 ti zuzl rage z ID: C69zr8AlafggnCgW9U732TzyL4E-nOiyyOAy_pOG6BkWvIU4ToEoSfuBuLEag7upBHZX0?r NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 415 lb down and 331 lb up at 5-D=O, and 113 lb down and 58 lb up.at 41-8-4 on top chord, and 126 lb down at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=70, 3-11=70, 11-12=-70, 2-13=-20 Concentrated -Loads (lb) Vert: 3=187(F) 6=52(F) 11=3 21=70(F) 4=52(F) 20=26(F) 5=-52(F) 18=-26(F) 9=52 fl 25=52(1`) 26=52(F) 27=52(9 28=52(F) 29=52(F) 30=52(F) 31=52(1`) 32=52(F) 34=52(F) 35=52(F) 36=-52(F) 37=52(F) 38=52(F) 39=52(F) 40=26(F) 41=26(F) 42=-26(F) 43=26(F) 44=26(F) 45=26(F) 46= 26(F) 47=26(F) 48=-26(F)- 49=26(F) 50=26(F) 51=26(F) 52=26(F) 53=26(F) 54=26(F) 55=30(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. - Design valid for use only with Mi ek® 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 indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M) , building design. Bracing prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IT �i fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrp/f Quality Criteria, DSB-89 and SCSI Bullding Component 6904 Parke East Blvd. Safely/nformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply ' T22397363 2555522=GEM-BLANPORD C1 Half Hip Girder 1 q J Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL-34945, 4x6 = 8.430 s Nov 30 2020 MiTek-Industries, Inc. Fri Jan 814:50:17 2021 Page 1 3x8 = 3x6 I I -H I U25 H I UM I U26 7x1D = bX5 = H I UZ5 8x10 = ST1.Sx8 STP = -HHWS26-HTU262 HTU26 HTU26 5-11-4 HTU25 5x8 = Scale = 1:45.1 STL5x8.STP = -4x10 MT20HS I I HTU26 LOADING (psf) SPACING- 2=0-C- cSI. -DEFL. .-(Ioc)-I/deft Lid- PLATES- GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 -Vert(LL) -0.20 940 >999 360 MT20 244119U TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT)- -0.45 9-10 >629 e40— MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.99 -h`orz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 -Matrix-SH Wind(LL) -0:28-9-90 >999 240 Weight=505 lb- FT = 20% LUMBER- TOP-CHGRD 2x4 SP M 31-Except- 3.5: 2x4-SP-No.2 BOT CHORD. 2x6-SP-M 26 WEBS 2x4„SP Na;3`Exxcept` 5-6: 2xo SP-240DF 2.OE, 5-7: 2x4-SP-No1- REACTIONS. (sizej- 1=D-8-0, 6=0-8-0 Max Hom-t-3331-r-R)- fulax Uplift 1=3626(LC 8), 6=-4866(1_C 8) Max Grav 1=9110(LC-1), 6=12a64(LC 2)-- BRACING- TOP-CHORD Structural wood sheathing direr ly-applied or-5-10-1 0 or purlins, except end verticals. BOT CHORD. Rigid ceiling directly applied -or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb)-orfess-exceptwhen shown. I OITCli01RDl7 1-2=19749/7855, 2-3-13216/5117, 3-4=1188&-4698y4-S-893713406, 5-6=9747/3768 BOT CHORD -1 10=4208M 7410, 9-10=7208/17410, 7-9=3436/8937- VVEBS7 2-10=-2094/5325,-2a---BM/2750,3-9-2008/ 67, 4-9=1894/4617, 4-7=3747/? W, 5-7=-4927/12920 NOTES- -1) 3-ply truss to=be-connected�bgether with 10d (0.131"x3") nails as follows: Top chords connected as follows:_2x4 - 1 row at 0-7-0 oc, 2x812 r 0 or. Bottom chords connected as follows:--2x6 - 3 rows staggered at 0-4-0 or. 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 loads noted-as-(F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-1.6; VuR=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; B=45ft; L=60it; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer -responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf on the ibottom 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 100 lb uplift at joint(s) except at=lb) 1=3626, 6=4866. 10) Use Simpson Strong -Tie HHUS26-2 (14-16d Girder, 6-16d Truss, Single Ply Girder) or equivalent at 5-7-8 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg to the left, sloping 0.0 deg. down. 11) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 7-6-12 from the left end to 23-6-12 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 January 8,2021 LUAU GAJt(J) bianaara -- ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rev. 5/192020 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 Mel( 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 ANSLTP11 Quality Criteria, DSB-89 and SCSI Building Component SatW inrormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22397yS3 2555522-GEM-BLANFORD C1 Half Hip Girder 1 q �7 Job Reference (optional) Builders FlrstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 Mask Industries, Inc. Fri Jan 8 14:bU:1 ( 2UZI F'age2 ID: C69zr8AlafggnCgW9U732TzyL4E-FCGK9MAal6B7kIJiTO?J?OmzR37Cdk7jNneMjjzxO?q LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25_ Uniform Loads (pig Vert: 1-3=70, 3-5=70, 1-6=20 Concentrated Loads (lb) Vert: 8=1796(F) 10=2954(F) 12=1791(F) 13=1791(F) 14=-1796(F) 15=1796(F) 16=1796(F) 17=1796(F) 18=1796(F) 19=1798(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19R020 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 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 MiTew 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. Safely information available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22397364 2555522-GEM-BLANFORD C2 Half Hip 1 1 i Job Reference(' tional Suneers rtrstSource (tort tierce), ton HIM% rL - 34940, 5x8 = I 6.00 F12 4 25 3 2x4 11 24 2x4 11 23 2x4 11 2 d 1 5x8 STP = 19 18 4x6 = 2x4 11 1 a.43U s NOV 3U ZUZU IVll I eK inous[nes, Inc. rn Jan a-14:ou:l o LUG I rage -i ID:C69zr8AlafggnCgW9U732TzyL4E jOgiNiBCWQG_MRuuljWYYDJ71TV5MDNtcRNvF9zxO?p ?4-0-0 31-10.9 39-9 -3 47-9-8 1 6-5-2 7-10-9 7-10-9 5x8 — 5 26 6 27 7 28 17 16 15 30 14- 13 3x8 = ST1.5x8 STP = 3x8 = 6x8 = 3x8 = 8 9 29 31 12L- 5x6 = Scale = 1:86.2 4x6 = 10 -32 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. -in. (lac) -Lrdefl L/d -PLATES .GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.13 11-12 >999 360 -MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(GT) -0.24 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0-.05 11 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Wind(LL) 0.06 18-19 ->999- 240 Weight: 276-lb FT-- 20% LUMBER- -BRACING- TOPCHORD _ 2x4_SPPPPP_1o.2- TOP CHORD Structural wood sheathing directly -applied -or 4-3-8 oc-purlins, BOT CHORD _2x44_SPPPP No.2 except end verticals. WEBS 2x4 SP No.3 -BOT-CHORD- Rigid ceiling directly applied or 6-10-14 oc bracing. OTHERS -2x4 SP-No,3- -WEBS- 1 Row at midpt 4-16, 5-15, 7-15, 9-13 REACTIONS. (size) 11=0-5-8, 2=0-8-0, 15=0-8-0 Max Nnn 2=374(J_C 12) 1 Max-Uptift 11=312(LC 9), 2=445(LC 12),_15-1003(LC 12) Max Gram 11=967(LC 18),-2=1178(LC 17); 15=2882(LC 17) FORCES. (lb) -.Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1606/530, 3-4=990/369, 4-5=265/162, 5-6=-429/1022, 6-7=-429/1022, 7-9=-543/155, 9-10=-895/313, 10-11=8_161404'I BOT CHORD 2-19=730/1427, 18-19=730/1427, 16-18=-400/852,-15-16=162/265, 13-15=155/543, -12-13=313/895 1 WEBS 3-18=-67013BO,4-18=-123/534,4-16=768/368,'S-16=-172/708, 5-15=-17011757, 6-15=-505/331, 10-12=364/1054, 7-15=J8379-9,12=-358/298,-7-1 4=4&/580, 9-13=-470/218 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=SApsf; h=15ft; B=45ft;-L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-11-3 to 4-0-13, Interior(1) 4-0-13 to 11-0-0, Exterior(21R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 47-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; -Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are-3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.0psf on the (bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 11=312, 2=445, 15=1003. January 8,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 T e�• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M!l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP/1 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2570 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply ff T22397565 2555522-GEM-BLANFORD C3 HALF HIP 1 1 Job Reference (optional) tlunaers rlrstt5oufce-(ran vierce), ton tierce, rL - 39e40, - o.4:7U s NOV 3U zUZU Ml I eK tnaustnes-, Inc. rn Jan o l4:ou:lp1 zuzI rage l ID:C69zr8AlafggnCgW9U732TzyL4E-CbO5a2CgHkOrzbT4bR1n4RsHesga5hfOr57Toczx07o -2-0.0-0.0 24-494 9-0 9-0-0 114 2"-0 -10-9 39-9-3 47-9-8 42-12 7" 31 -6-14 7-5-2 7-10.9 7-10-9 8-D-5 6.00 FT 5xB = 4 24- Scale = 1:86.4 3x6 = 3x8 = 2x4 II 3x6-= 3x8 = 3x6 = 4x6- 5 25 6 7 26 8 27 9 10 28 11 its 10 4x6 = S) -= 3x8 -_ 3x8 = ST1.5x8 STP = 3x8 -_ 3x6 = 5x6 = 3x6 11 6x8 = 9-0-0 i6.6=14 -LOADING (psf)- SPACING- 2-0-0 CSI. DEFT. in (loc) I/defi L/d PLATES GRIP- TCLL 20.0 Plate Grip DOL 1.25- I TC 0.90 Vert(LL) -0.14 2-19 >999 360 MT20 244/190 TCDL 15:0-_ Lumber DOL 1.25 BC 0.71 Vert(CT) -0.28 2-19 >999 240 BCLL 0 0 Rep Suess incr YES WB 0.80- Horz(CT) 0.05 12 n/a n/a BCDL 10.0 Code-FBC2020;TPI2014 Matrix-SH Wind(ILL) 0.06 17-19 >999 240 Weight: 259 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP-No-.2 - TOP CHORD Structural wood sheathing directly applied-or22-0-oc-purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4-SP_No.3 BOT CHORD Rigid ceiling directly applied or 6-3-7 oc bracing. OTHERS 2x4 SP No.3 WEBS- 1 Row at midpt 4-17, 5-16, 8=16; 1D-14- REACTIONS. (size) 12=D=5-8, 2=D-8-0, 16 0=8-0 Max Horz 2=334(LC 9) Max Uplift 12=320(LC 9), 2=-479yiC A2); 16=-964(LC 12) -Max_Grav 12=852(LC 1), 2=1042(LC 17), 16=2546(LC 1) -FG-RCEsu=(lb) - Max. Comp./Max. Ten. - All forces 250-(lb) or less except when shown. TOP -CHORD— 2-3=-13821601, 3-4=1077/501, 4-5=527/366, 5-7=-516/999, 7-8=516/999, _84.0--624/30T, 10=11=975/486, 11-12=-780/415 -BOT CHORD -2-1p=86511261-17-19=-586/964, 16-17=-335/574, 14 i6=281/588, 13-14=472/975 -WEBS- 3-19=-351/316, 4-19=-59/412, 4-17=508/293, 5-17=-79/480, 5-16=-1779/841, 7-16=535/350, 11-13=-443/1081, 8-16=-1831/761, 10-13=373/314, 8-14=35/477, 10-14=-448/225 NOTES- 1)1ind: ASCtT16TVuft=180mph-(3-sec----nd gust) Vasd=1-24mph,-Ti.SL=5:Opsf, BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS-(directional) and C-C Exterior(2E) A-11-3 to 40 13, Interior(1) 4-0-13 to 9-0-0,-Exterior(2R) 9-0-0 to 17-5-13,.Interior(1) 17-5-13 to 47-7-12-zone; cantilever left and right exposed ; end -vertical right exposed;C-C for members and forces &%MVVFRS-or reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a r^o:D 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 100 lb uplift -at joint(s) except (jt=lb) 12=320,2=479,16=964. January 8,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with M7eld9 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 verily the applicability of design parameters and properly incorporate this design Into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTpik� 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 AMSI/1P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2570 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 0ty Ply 2555522-GEM-BLANPORD C4 ' Half Hip Girder 1 1 T22397366 Job Reference (optional) ilunciers eirsibource (tort merce), ton I'lerce, tL - 34940, 6.43u S Nov 3u zuzu MI l eK Inaustries, Inc. FriJan-6 14:hu:ZZ zuzl Page 1 ID: C69zr8AlafggnCgW9U732TzyL4E-cA3D D4EjZfnPg3BfGZbVi3 UgU4ty lOKSX3L70wzxO?I 2-0 0 12-6-3 18-2-3 24-0-0 29 11-14 35-9-13 41-7-13 47-9.8 2-0-0 12 6 3 5-7-15 5-9.13 5-11-14 5_10-0 5. 10-0 6 1-12 VS M Special 6x8 = 6.00 FIT 3 2x4 II �� II 2x4 I I 2 1 Scale = 1:86.3 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2x4 II NAILED NAILED NAILED NAILED NAILED NAILED 5x8 NAILED 5x6 NAILED NAILED NAILED NAILED 5x6 26 27 428 129 30 531 32 33 6 7 34 35 36 37 8 38 39 40 419 42 10 43 11 44 45 46 12 —47 m m m m m m x8 STP = 22 48 49 21 505120 52 19 53 54 55 18 56 57 58 i7 5916 60 61 15 62 63 14 64 65 66 13- 67 2x4 II NAILED NAILED NAILED ST1.5x8 STP = NAILED NAILED NAILED NAILED ax8_II_ Special -NAILED NAILED NAILED 8x12 = NAILED NAILED NAILED- NAILED NAILED NAILED NAILED 'WAILED NAILED_ NAILED 7-0-0- 12-6-3 18.2-3 24-0-0 29-11-14 35-9-13_ -LOADING (psf) SPACING- 2-0-0 CSI. 13EFL-.-. in floc) Vdefl Lid PLATES GI IP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.09 21-22 >999 360 MT20 244/190— TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.21 21-22 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horc(CT) 0.08 13 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-SH Wind(LL) 0.13 21-22 >999 240 Weight: 332 lb FT = 20%-- LUMBER- BRACING - TOP CHORD 2x6 SP M 26'Except* TOP CHORD Structural -wood sheathing directly applied or 2-9-4 oc-puriins, 1-3:2x4 SP No.1, 10-12: 2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiGngA!mdlyapplied-^,r-6-9�t-oabracing WEBS 23C4 SP No.3 `Except' WEBS 1 Row at-midpt- --S--48-4--T9,-9 17 12-13: 2x6 SP No.-7_ 7-18: 2x8 SP-240OF 2.0E 2 Rows at 1/3pts- 8-16 5-18,3-21,4-19: 2x4 SP No2 OTHERS_ 2x4 SP No.3 REACTIONS. _(Sive)73=0 5; 2=0=8 ,-t8=0-8-0 1 Max Horz 2=265(LC 25) Max Uplift 13=710(1_C 5), 2=873(1_13 8), 18=-2353(LC 8) Max Grav-13=1779(LC30), 2=1966(LC 29), 18=5724(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3351/1267, 3-4=284514192, 4-5=750/3241, 5-7=1324/3174, 7-8=-1324/3174, 8-9=-411/139, 9-11=2229/877, 11-12=2153/856, 12-13=1608/760 BOT CHORD 2-22=-1194/2922, 21-22=1195/2895, 19-21=-1190/2843, 18-19=324/750, 17--IB8 139/411, 15.17=-877/2229, 14-15=856/2153 -WEBS 3-22=0/714, 7-18=997/661, 5-18==4541/1897, 5-19=370/1494, 4-21=0/497, -4--19=2439/1019, 12-14=-943/2373, 8-18=-4095/1658, 11-14=-895/61T,,B-17=-284/1287, 9-17=-2111/866, 945=0/434 -NOTES- -)-Unbalanced roof live loads have been -considered for this design. 2) Wind: ASCE 7-16; Vult=166mph (3-second gust) Vasd=124mpo; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 8=45ft; L=60ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying_ applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 4x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=710, 2=873, 18=2353. 9) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 539 lb down and 484 lb up at 7-0-0 on top chord, and 428 lb down and 89 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 cf 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 1 VliTek" 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 ANS11TP1l Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. . Safetylnformation available from Truss Plate Institute, 2670 Crain Highwa�, Suite 203 Waldorf, MD 213601 Tampa, FL 36610 January 8,2021 Job Truss Truss Type Qty Ply T22397366 2555522-GEM-BLANFORD C4 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL,- 34945, t3.43U S NOV 3U ZUZU MI I eK Inoustnes, Inc. rrl .Ian 5 14:5U:ZZ ZUZI rage z ID: C69zr8AlafggnCgMU732TzyL4E-cA3DD4EjZfnPg3BfGZbVi3UgU4tvlDKSX3L70wnr071 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pff) Vert: 1:3=70, 3-12=70, 2-13=20- Concentrated -Loads (lb) Vert: 3=-323(B) 6=153(B) 22=-408(B) 26=-153(B) 27=153(B) 28=153(B) 29=-153(B) 30=153(B) 32=153(B) 33=-153(B) 34=125(B) 35=-1,25(B) 37=125(B) 38=125(B) 40=125(B)41=125(B)-42=125(B) 43=125(B) 44=-125(B) 45=125(S) 46=125(B) 47-143(B) 48=67(B) 49=67(B) 50=67(B) 51=-67(B) 52=-67(B) 53=67(B) 54=67(B)-55=67(B) 56=55(B) 57 55(B) 58=-55(B) 59=55(B) 60=55(Bj 61 =55(B) 62=55(B) 63=55(B) 64=55(B) 65-55(B)-66=-55(B) 67=60(B) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 �µ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building tlesign. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary antl permanent bracing pp l�� T �• prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Itll) Ipr. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Salary Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36510 Job Truss Truss Type Qty Ply . li T22397367 k. 2555522-GEM-BLANFORD CA Comer Jack 22 1 Job Reference (optional) tiumeers Firstsource (Fort Pierce), Fort Pierce, FL - 3494b, -2-0-0 1 6.431) S-NOV 3u zuzu MI I eK IncluStneS, Inc. Fri Jan 6 14=23 zuzl Page 1 ID:C69zr8AlafggnCgW9U732TzyL4E-4MdbQQFLKyvGSDmsgH6kFH02QUMU1 h6cmj5gxNzxO?k 1-0-0 2 Scale =1:9.3 -LOADING (psf) SPACING- -2 0--0= CSI. DEFL. in (loc) Udell L/d -PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.00 2 >999 360 -Mf20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL -10b Code FBC2020/rP12014 Matrix-P Wind(LL) 0.00 2 — 240 Weight: 10lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. -BOT CHORD- 2x4-SP No.2 BOT CHORD Rigid ceiling-directlyapplied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3--Mechanical, 2=0-B-0, 4=Mechanica Max Horz 2=105(LC-12) Max- Uplift _3=120(LC 17), 2=346(LC 12) Max Grav 3=167{LC 12), 2=344(LC 17), 4='t8(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or-I.S.-except-when-shown— NOTES- 1) Wind: ASCE 7-16; Vult=1fi0mph (3-second gust) Vasd=124mph; TCDL--5.Opsf BCDL=S.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. I];-Exp C-Encl., GCpi=0.18; MWFRS (directional) and C-C Extgrior{2E) zone; cantilever left and right exposed ;C-C for -members and —forces-&-MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building -Designer/ Project engineer responsible for verifying applied roofiive load shown covers rain loading requirements speck to the use of this truss component. 3) This truss has-been designed_for-a-10X-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 theilbottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft betweenthe-bottomchord and any -other members. -5)-Refer--to girder(s) for truss to-truss-conneetions. 6) Provide -mechanical connection -(by -others) of truss to bearing plate capable of withstanding-1 00 lb uplift at joint(s) except (jt=lb) 3=120, 2=346. January 8,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for,,t only with Mi rek® 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 applirabiliiy 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 I VlT e • Is always required for stability and to prevent collapse with possible personal)injury and property damage. For general guidance regarding the �/A�ii fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Qualtly Criteria, DSB-99 and BCS/Building Component 6904 Parke East Blvd. SafeWinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply � T22397�66 2555522-GEM-BLANFORD CJ2 Comer Jack 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Piece, FL - 34945, 8.430 s Nov 30 2020-M1Tek Industries, Inc. Fri Jan 8 14:50:23 2021 Page 1 ID:C69zr6AlafggnCgW9U732TzyL4E-4MdbQQFLKyvGSDmsgH6kFH06YUL91 h6cmj5gxNzx0?k 3-M 3.0.0 Scale: 1"=1' 2x4 = LOADING (psf) _SPACING;:_ --2-OZ0 CSI: DEFL. in (loc)—Jdeft- Lid— TCLL 20.0 Plate Grip DOL 1.25 TC 0:27 Vent('cL) -0-.00- 1-3 >999— 360 TCDL 15.0 Lumber DOL 1.25— BC 0.09 Vert(Cil- =0,.O1 1-3 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P Wind(LL) 0.00 1 "" 240 LWISEP- TOP CHORD 2x4SP-No.2 -BOT CHORD 2x4-SPi3o:2- REAC-?IONS.- (size)- t=Mechanical; 2=Mechanical, 3=Mechanical Max Hors 1=81(LC 12)- 11,fiaxiJplift 1=-27(LC 12)-,-2�84(LG_12) Max Grav 1=134(LC-17); 2=120(LC 17), 3=5B(LC 3) FORCES. 0b) -Max, Co?+p-JMar.: Ten. -All forces 250 (lb) or less except when shown. PLATES- GRIP MT-20 244/190 -Weight: 10 lb —FT = 20% BRACING - TOP -CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling -directly -applied -or 10-0-0-oc-bracing. NOTES- 1) Wind: ASCE 7-16; VuK=160mph (3-second gust) Vasd=124mph; TCDL=5.Opst?CDL=5.Ops,; h=15ft,-B=45ft;-L=6.n :-Lave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directionafj-andC=-C-Extedor(2E) zone; cantilever -lean, d ;C-C to, men bers and _fomesS.MWFRS for reactions shown; Lumber DOL=1.60-plate-0rap-DOL=1.60 2) Building -Designer / Project engineer responsible for -verifying- applied roof live load shown covers rain -loading -requirements spec o— to the use of this trdss-component— 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A) ' Thistin lss has -been -designed for a live -load of 20.0psf on the_bottom-chord in all —areas —where a rectangle 3-6-0 tall-by-2-0-0 wide will fit between the bottomshordandzny-otherrnembers_. -- 5j Refer io-girder(s) or -truss to truss connections. 6) Provide -mechanical connection (by others) of truss to -bearing -'.is eqast,ableefwithstanding 100 lb uplift at joint(s}l, 2. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with Mirek® 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 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 ANSLITP11 Duality Criteria, DSB-99 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 January 8,2021 Job Truss Truss Type my Ply s' a T22397369 2555522-GEM-BLAN60i CJ3 Comer Jack 15 1 Job Reference (optional) tsuuaers rirstsource tt-on rlercej, Tort vterce,-I-t- JAV40, ts.43u s Nov 3U ZUZU mi-i eK mausines, Inc. rri Jan d l4:DU:Z4 ZU el rage i ID: C69zr6AlafggnCgMU732TzyL4E-YYB_dmGz5G174ML2N-dznUZB4thgm8Ml-NgETpzx07j non Scale = 1:14.3 3 6.00 FIT m 2 2x4 II t , 2x4 II p° 4 1 L--"i'I-STP = 3x4 = 3-0-0 -LOADING (ps, TOLL 20.0 TCDL 15.0- BCLL 0.0 ' BCDL 10.0 —'SPACING- 2-0-0 I -Plate Grip DOL 1.25 LumberDOI '1:25 Rep Stress Incr YES Code FBC2020,TP12014 CSI: TC 0:66 BC 0.08 WB- 0.00 Matrix-P DEFL. Vert(LL) Vert(CT) HOrz(CT) Wind(LL) LUMBER- BRACING - TOP @iiORD 2x4-SP No.2 TOP CHORD -BOT-CHORD 2x4 SP No.2 BOT CHORD OTHERS- 2x4SP No.3 -REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanica, Max Horz 2=157(LC 12) —Max Uplift 3=-32(LC-9), 2=268(LC 12) Max Grav-3=39(-C-17), 2=353(LC 17), 4=52(1_C 3) FORCES. (lb)—Max,Comp fP: W-Tgn-,4tl forces 250 (lb) or le s except when shown - in (loc) Vdefl Ud -0.00 2-4 >999 360 -0.01 2-4 >999 240 0.00 3 n/aa n/a 0.00 2 240 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust__ ;--vasd=124m=5.Qpsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; End., GCpi=0.48; MWFRS (dire&,ienal)-and-G-C-Extenor(2E) zone; cantilever left and tight exposed ;C-C for members and forces-Q-MWF-RS-far-reaMic^s-shown; Lumber DOL=1.60 plate -grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to -the use of this truss component. 3) i his 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 rr r' rd irr.1 areas where -a rectangle-3-6-0 tall-by2-Cr0-wide will fit between the bottom chord and any otbecmembers. 5)_Refer to-ggirder{--,-for=tnlse4oA uss connections. 6) Provide mechanical connection (by -others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3-except (jt=lb) 2=268. January 8,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 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 applicabillb of design parameters and properly Incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M� I�ik• Is always required for stability and to prevent collapse with possible persona 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply .. T22397390 2555522-GEM-BLANFORD CJ5 Comer Jack E 1 Job Reference optional ' -Builders rrstsource port rlercej, tort tierce, rL - J4940, 0.4au b rvov au cucu rill r UK[[ 1—ulub, if m. n i jai a rv. U— 4— 1 ruye -i ID: C69zr8AlafggnCgMU732TzyL4E-OklMr5Hbsa9_hWwExh8CKi5MgH_OVbcvD 1 an?Fzx0?i -2-1-0 5-0-0 _ 2_" 5-0-0 Scale = 1:19.5 W LOADING (psf) SPADING 2-0-0 CSI. DEFL. in (Ioc) Udefl Vd TCLL 20.0 Plate Grip DOL 1125 TC 0.66 Vert(LL) -0:03- 2-4 >999 360 TCDL 15.0 Lumber-DOL 1 '25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.0D Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-P Wind(LL) 0.00- 2 — 240 LUMBER - TOP CHORD-2x4SP No.2 BOT r.HnRn 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS.- (size) 3=Mechanical, 2=0-8-0, 4=Mechanicai— Max Horz 2=211(LC 12) Max Uplift 3=-89(LC 12),v2=252{L-C �12) Max Grav 3=153(LC 17), 2=415(LC-17), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 2.50 (lb) or less except when, sheet. PL ;-TES— GRIP MT20 2441190 Waght:-23itr FT = 20% BRACING -- TOP CHORD Structural wood sheathing=directtyapplied ar 5-D-0 oc purlins. BOTCHORD Rigid ceiling. directlgappfled-or 10-0-0 oc bracing. NOTES- 1) AAtnd{ASCE 7-16; Vu@=160mph (3-second gust) Vasd=194mph_;_TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=45ft;-L=601treave=7-ft�Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and-r-G-Exterior(2E)-1-11-3 to 4-0-13, Interior(1) 4-0-13-to- -11-4 zone; cantilever left and right exposed ;C-C for members,, and forces & MWFRS,or=reactio,]sshovvnAumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for-vedly.ft_applied roof-live-Joad shown covers rain loading requirements -specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf boftom--chordiivEHoad-rmnconcurrent with any -other live loads. 4) ' This truss has been designed for a live load of 2d.Opsf on the -bottom chord in all areas where a rectangle 3 6 Oita i� y'� rO N d� will fit between —the —bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)-3 except at=lb) 2=252. 1 January 8,2021 I ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473.rev. 5/192020 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 MiTekc 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 ANSIMP/1 Ouafity Criteria, DSB49 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply j T22397371 255552e-GEM-BLANFORD- D1 Hip 1 1 Job Reference (optional) nwraer s-nrsraomc:r tron rrmwl, run rieicn, rL - o4 U, 8.43U s Nov zu zUZU MI I eK mausales, Inc. rn Jan o l4:0u:zo ZUZI rage-1 ID:C69zrBAlafggnCgW9U732TzyL4E-OklMr5Hbsa9_hWwExhBCKi5LHHtPVX3vD 1 an?FzxO?i 7-0-0 13.5-0 19-10-0 26-10-0 ' 7-0-0 ' 6-5-0 ' 6.5-0 7-D-D 3x6 = ST1.5xe STP = 5x8 = 2x4 11 5x8 = 6.0D FIT 9 2- 10 3— 11 4 12 2x4 i 26-1 D-0 Scale: //4"=l' ST1.5x8 STP = 3x6 = LOADING (psi)— I -SPACING- 2-0 0- CS:. DEFL. in (loc)- Udefl Ud PLATES- GRIP TCLL 20.0 -Plate-Grip DOL 1.25 TC 0.-76 Vert(LL) -0.10 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 -Vert(C7y -G.22 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code-FBC2020rTP12014 i -fJatrurSH- Wind(LL) 0.13 1-8->999- 240 Weight: 117lb FT=20% LUMBER- -BRACING- TOP CHORD 2x4 SP No.1 'Except TOP CHORD Structural -wood sheathing directly applied or 2-2-0 oc purlins. -2::4: 2x4'SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-10 oc bracing. 30T-CHORD -2x4 SP No.2 WEBS- 2x4_SP N0.3 REACTIONS-_ (size)- 1=0-8-D, 5=D-8-0 Max Horz-1=154(LC 10) Max Uplift 1=-440(LC 12), 5=-440(LC 12) Max Grav 1=1178(LC 1). 5--1178(LCi)- FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250-(1b).or less except Than -So xm TOP CHORD 1-2=2058/997; 2=3=2247/1216, 3-4=2247/1216;-r5=2058r99-7- BOT CHORD 1-8=74111-722,7-8=7.40/1-729,6-7=744/1729,'S-6=745/1722 WEBS 2-8=0/3OD,r2-,=301/693, 3-7=-491/363, 4-7=301/693, 4S=S;300 NOTES- 1). Unbalanced -roof -live loads have been considered for this -design. 2) XNr1nd'ASCE-7 16;-Vutt BOmph-(3second gust) Vasd=l24ornph-fCDL=5.0psf; BCDL=5.Opsf; h=15ft-,B=45ft;_L=_60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 7-0-0, ExteriorC.rc/ 7=D-O to- 15-5-13, Interior(1) 15-5-l3-to iS=4-Z; .mac 2E) 19 10 0 to 26-6-0 zone; cantilever -left -and right -exposed ;GC -for members and forces 8 MWFR-"r-reactions shown; Lumber DOL=1-60 plate -gn'p-DOL=1,6D 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to -prevent water ponding. 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-D wide will fit -between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b) 1=440, 5=440. January 8,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 applicabllity'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 A AI'i'el.K' Is always required for stability and to prevent collapse with possible personal 'Y' injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Duality Criteria, DSB-89 and BCSi Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 Tampa, FL 36610 Job Truss Truss Type Oty Ply T22397372 2555522-GEM-BLANFORD D2 Roof Special Girder 1 1 I Job Reference (optional) tsuneerst-irstbource iron viercel, ron rierce, rL=sgav0, 5-0-D 9-3-7 1 43-7 4 4x6 11 NAILED NAILED 1 3x4 = 3x4 = `_ 3 1 NAILED 4 NAILED 5 21 24 12 25 26 11 10 NAILED 3x4 = NAILED 7x10 = 5x8 = NAILED HTU26 7-2-8 . 2-0-0 Scale = 1:56.0 d 8 2x4 11 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd- PLATES C-PJP TCLL 20.0 Plate Grip DOL 125 TC 0.90 Vert(LL) -0.24 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 11�25 BC 0.83 Vert(CT) -0.53 11-12 >593 240 BCLL 0.0 Rep Stress [nor NO WB 0.97 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Wind(LL) 0.34 11-12 >927 240 Weight: 157 lb - FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP-C+fORD -Structural wood sheathing directly applied. 7-9: 2x4 SP No.1 BOT CHORD Rigid celling directly applied or-&&5-oc bracing. BOT CHORD 2x6 SP M 26 *Except* 8-11: 2x6 SP No.2 --kN'EBS— 2x4 SP-Nb.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 —Maxim 2= M(LC-24)- Max Uplift 2=-1059(LC 8), 8=87U(LC 8) Max Grav 2=2231(LC 29). 8=1859( IC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250AIb)-oMess except when shown. TOP CHORD 2-3=3923/1636, 3-4=-3491/1525, 4-5=5360/2373, 5-6=5866/2576, 6-7=2989/1270, 7-8=-3134/1248 BOT CHORD 2-13=-1279/3501, 12-13=-2157/5360, 11-12=-2361/5866, 10-11=1800/4664, 8-10=904/2674 WEBS 3-13=-522/1428, 6-10=-2981/1342, 7-10=-922/2365, 6-11=-674/1478, 4-13-2-1911987, 4-12=-185/683-5-12=-589/237 NOTES- 1-) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18,, MWFRS (directional); cantilever lei[ and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf- bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1059, 8=870. 8) Use Simpson Strong -Tie HTU26 (20-16d Girder, 14-1 Odxl 1/2 Truss, Single Ply Girder) or equivalent at 12-4-4 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 303 lb down and 176 lb up at 5-D-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to theface of the truss are noted as front (F) or back (B). January 8,2021 t6d8fiti"a ftaEdandard WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with M7eke connectors. This design is based only upon parameters shown, and is for an individual building component, not �r a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall individual truss and/or chord members only. Additional temporary and permanent bracing WOW building design. Bracing indicated is to prevent buckling of web 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 ANSIMP/f duality Criteria, DSB-89 and BCS1 Building Component 69D4 Parke East Blvd. SafeWinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 35610 Job Truss Truss Type Qty Ply i. v T22397372 2555522-GEM-BLANFORD D2 Roof Special Girder 1 1 Job Reference(optional) Builders FlrstSOurce (Fort Pierce), Fort Pierce, FL - 3494b, O.4JU 5 NOV JU ZUZU N0I eK mausines, Inc. rn deFi o 74:o11:Zi ZUZ'I rage z ID: C69zrBAlafggnCgW9U732TzyL4E-z7t6GnlsOBPixg4d36BgP7Beg5YbzGOBgL3u4BzxO?g LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Inc'ease=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-6=70, 6-7=70, 7-9=70, 2-8=20 Concentrated -Loads (lb) Vert: 3=52(F) 13=275(F) 4=52(F) 12=26(F) 20=52(F) 21=91(F) 24=26(F) 25=26(F) 26=801(F) ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use onlywith MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �a a truss system. Before use, the building designer must verify the applicability of design parameters and property 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 Sgt{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 ANSI/rP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 35610 Job Truss Truss Type Qty Ply T22397973 2555522-GEM-BLANFORD EJ3 Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 Mi-rek Industries, Inc. Fri Jan 8 14:50:27 2021 Page 1 ID: C69zr8AlafggnCgW9U732TzyL4E-z7t6GnlsOBPixg4d36BgP7BiJ5jNzV5BgL3u4Bzx0?g -2-0-0 3-0-0 2-0-0 3-0-0 Scale = 1:14.3 d m 1 3-0-0 3-D-0 Plate Offsets (X Y)--(T:0-2=0 Edgel LOADING (psi) SPACING-- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20-.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.00 2-4 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a nla -BCDL- 10.0 Code FBC2020frP12014 Matrix-P Wind(LL) 0.00 2 — 240 Weight: 16 lb FT = 20% LUMBER- BRACING - TOP -CHORD 2x4 SP No.2 TOP CHORD Stnictur."oodsheathing directly-appHad-or 3-0-0-oc�tudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rig.._ i ceilli-nn directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3-Mechanical, 2=0-8-0; 4-Meshartisal Max Horz 2=157(LC 12) Max -uplift 3=-32(LC 9), 2=-268(1_13412} 'lax-Grav 3=39(LC 17), 2=353(LC-17), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1)-Wiiid: ASCE 7-16; Vu@=160mph (3-second gust)-Vasd=424mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft;-L=60ft eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and --force" MWFRS for reactions shown; Lumber DOL=1.60 plate -grip DOL=1.60 2) Building Designer! Project engineer responsible for verifying applied roof live -load shown covers rain loading requirements speck toAhe use of -this -truss -component. 3) This truss -has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4t ii`ii�dbeen 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 her members. -5)-Refer to girder(s) for truss -to truss connections. 6) Provide mechanical connection (by others) of truss -to -bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except 0t=1b) 2=268. January 8,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17TP/1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Saletylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply I T22397374 2555521-GEM-BLANFORD E.14 Jack -Open 14 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, d B.430 s-Nov 30-2MO MiTek Industries, Inc. Fri Jan 814:50:28 2021 Page 1 ID:C69zr8AlafggnCgW9U732TzyL4E-RJRUT7JU9VXZY fpcgivyNt7V_iiyLLv?oRcazx0?f Scale = 1:21.1 5-6-0 Plate Offsets (X,Y)- [2:0-2-0,Edgel LOADING (psf) SPACING- 2-0-0- CSI. DEFL. in (loc) Ydefl- L/Ad PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.04 2-4 >999 360 MT20 244MO TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.08 2-4- >752 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Wind(LL) O.OD 2 — 240 Weight: 24 lb FT = 20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0-oc=purliw. BOT CHORD 2x4 SP No.2 BOT CHORD- Rigid-ceTng directly applied or 10-0-0-ocbracing. OTHERS 2x4 SP No.3 REACTIONS.- (size) 3=Mechanica1-2=0-B-0, 4=Mechanical Max Harz 2=224(LC 12) Max Uplift 3=-108(LC 12) 2=252(LC 12) Max Grav 3=178(LC 17); t=435(LC 17), 4=102(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb).or_lesl s except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph-(3-second gust) Vasd=124mph; TCDL=Sopsf, E1=�Dpsf; h=15ft; B=45ft; L=60f; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-11-3 to-4-0-13,-InWor(1) 4-0-13 to 5-5-4 zone; cantilever left and -right exposed ;C-C for members and forces & MWFRS�or reactions shown; Lumber DOL=1,641ate�gr;p - OL=1,60= 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load-nonconcurrent with any other live-Aaads.. . Job Truss Truss Type City Ply s. T22397375 2555522-GEM-BLANFORD EJ5 Jack -Open 26 1 Job Reference(optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 8 14:50:30 2021 Page 1 ID:C69zr8AlafggnCgW9U732TzyL4E-NiYFupKkh6nHoHoCkFkN 11pDZIhBArreNJHYgTzxO?d 5-0-0 5-0-0 Scale = 1:19.2 5-0-0 Plate Offsets (X Y)- [2:0-2-0 Edgel LOAD114 (ps )- SPACING- 2-0-0- CSI. -DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC- 0.66 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber'DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BOLL 0.0 -Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL -10:0- Code FBC2020f P42014- Matrix-P Wind(LL) 0.00 2 •••• 240 Weight: 23 lb FT = 20% LUfM3ER- BRACING - I OP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT-CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SIP No.3 REACTIONS. (size) 3=Mechanicel,-2=0-8-0, 4=Mechanical Max-Horz 2=211(LC 12) -Max U.plift3=-89(LC 12), 2=252(LC 12) Maz Grav=3=153(LC 17), 2=415(LC 17), 4=92(LC-3) _ FORCE ' b)-Max-Ccmp:fMax-Ten- All forces 250 (lb) or less.exceptAmhen-shown. 1) Wind: ASCE 7-16; Vu@=160mpb_(second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; C-rrcl., GCpi=0.16; MWFP.S-(direetional)--and-C-C Exterior(2E)-1-11-3 to 4-0-13, Interior(1) 4-0-13 to 4-114 zone; -cantilever-'.eftz a,.-r-ight-exposed ;C-C for members -and -forces& MWFRS for reactions shown; Lumber DOL=1.60 plate -grip DOL=1.60 2) Building Designer / Project -engineer responsible for verifying applied-roof-live-load-shown-coversrain loading requirements specific to the use of this truss component- _ _ 3) This truss has been designed for a 10.0 psf botto urrent with -any other -live loads. 4) • This truss has been -designed fora -live -load of-20:Opsf on -the bottom chordin-at[areas-where-d-rectangle 3-6=0-fall-by 2-0-0 wide —kt,i!!,:q-b>tweentl+.e-bottom chord and any other members. 5) Refer to girder(s) for truss to truss -connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=252. January 8,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MReke 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 propedy 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 IvtiTek• 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 ANSkTPl1 quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 2555529=13 EJ7 Jack -Open 15 1 T22397376EM-BLAOORD Job Reference o tional nunaers rlrsiaource Iron riercel, I -OR riarCe, FL - J4e40, 1 C.4JU S NOV JU zuzu mi I eK maustrleS, inc. Fri Jan tr 14:=0. I,4 ZUZ} +'age 1 ID:C69zr8AlafggnCgW9U732TzyL4E-FTomkANFkLHiHv6zz4pJBbzgVvz66fgDHxFmpEzxO?Z -2-0-0 7-0-0 2-0 0 7-0.0 _ Scale = 1:25.1 2 r 7-0-0 LOADING-(psf)- SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLAT eS -G IP- TCLL 20:0- Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0-.08 2-4 >963 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.19 2-4 >411 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3" n/a n/a BCDL 10.0- Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.12 2-4 >640 240 Weight: 29 lb FT = 20% -LUMBER- TOPCHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max:Ho— 2=264(L.C-12) Max Uplift 3=-149(LC 12), 2=258(LC 12) Max Grav-3=234(LC 17), 2=497(LC 17), 4=124( C 3) FORCES. (1b) -Max. Cnmp Max. Ten.�Allforces--253-(Ib)sr a Iss-except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOTZHORD Rigid ceiling -directly applied-or-10-0-0 oc-Naeing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second-gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCp1=0.-18;_MWFRS (directional) and C-C Extedor(2E)-1-11-3 to-4-0.i3, Interior(1) 4-0-13 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 1 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to -the -use of this truss component. 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 -fora -live load of 20.Opsf on thellbottom chord in all areas where a rectangle 3-6-0 tall by 2=O-0 wide —­wiiiili-between-the bottom chord -and any other members. S)-Refer to girder(s) for -truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=lb) 3=149, 2=258. January 8,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mrrek® 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 applicabilityl' 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 ir�iTek' is always required for stability and to prevent collapse with possible personallinjury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLIM11 Quality Criteria, DS"9 and BCSI Building Component SafWinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22397877 2555522-GEM-BLANFORD EJ41 Jack -Open 3 1 Job Reference (optional) BuAders-FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 2x4= 5S0 5.6-0 8.430 s Nov 302020 MUek Industries, Inc. Fri Jan 8 14:50:30 2021 Page 1 ID: C69zr8AlafggnCg W 9U732TzyL4E-N YFupKkh6nHoHoCkFkN 1 IpCAIgZArreN JHYgTzxO?d M cS Scale = 1:18.2 -LOA-OaBG=(psf)- I-SPa,-.' T_W 2-0-0 I CSI. DEFL- in (loc) I/deft Ud - P��A ,-ES GRIP' T CLL 20:0 Plate Grip DOL 1.25 TC 0-.75 Vert(LL) -0-.05- -1-3- >999 .360 -MT-20 244/190 TCDL 15.0 Lumber DOL -1.25 BC 0.36 Vert(CT) -0.10 1-3 ->6W 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC202G1 Pi2014 Matrix-P J Wind(LL) 0.00 —1 — 240 Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORE 2x4 SP No.1 TOP CHORD BOT CHORD- 2x4 SP No.2 BOT +IORD REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=148(LC 12) Max- Uplift 1=--52(LC 12), 2=155(LC 12) Max Grav 1=252(LC 1 /)-2=224(LC 17). 3=108(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when -shown. Structural wood sheathing directly applied or 5-6-0 oc purlins. Rigid -ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-secondgust)-vas&l.24-mph; TCv,=5:Eps11�-BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C EEncl ; GCpi=O.18; MWFRS (directional)-andw-C Exrer or(M zone; cantilever left and right exposed ;C-C for members and forces & MWFRS-for-reactions-shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer4-Project-engineer responsible for verifying appiied-roof live load shown-covers-ralrt-loading-requirements speck —to-the-use of this truss component. 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 -fora -Jive load of20-Opsf on the bottom chord -in -all -areas where a rectangle 3-6-0-tall by 2-0-0-wide- wil TA betweetrthezbonow chord and any other members. 5)- Referto girder(s) for truss to truss connections. 6) Provide mechanical ccrsrue ;_-rgbymahars) of truss to bearing plate capable -of withstanding-100-lb-uplift-at-joints)-1 except (jt=lb) 2=155. January 8,2021 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 �tl a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IVI� OW fabrication, storage, delivery, erection and bradng of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2555521"GEM-BLAN�ORD EJ51 Jack -Open 1 1 T22397378 Job Reference o tional Builders RrstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 8 14:50:312021 Page 1 i ID:C69zr8AlafggnCgW9U732TzyL4E-ru6d59LMSQv8QRNOlyFcazLNli1 QVI5nbzl5DvzxO?c Scale = 1:17.0 2x4 = ST1.5x8-STP = - 5-0-0 Plate Offsets (X,Y)- [1:0-1-4,Edgel LOADING -(psi)- -SPACING- 2-0-0 -CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip-DOL 1.25 TC 0.76 Vert(LL) -0.03 1-3 >999 360 MT20 244/190 TCDL 15.0 Lurpber DOL 1.25 BC 0.26 Vert(CT) -0.05 1-3 >999 , 240 -BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code-FBC2020/TPI2014 Matrix-P Wind(LL) 0.00 1 — 240 Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD _14-SP No.2 TOP CHORD Structural wood sheathing directly applied -or 5-0-0 oc purlins. BOT CHORD 2x4'SP No.2 BOT CHORD Rigid ceiling directly applied-or-J-M--Qoc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=134(LC 12) Max UpMt 1=-41(LC 12),2=137(LC 12) Max Grav 1=214(LC 17), 2=193(LC 17), 3=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except wherisho.wn_ — rOTES- ,VVI'Sind: ASCE 7-16; Vult=160mph (3-second-gust) Vasd=124mp TCDL=5.Opsf; BCDL=; h= 5:Opsf15ft; B=45ft; L=60ft; eave=7ft; Cat. 1][;x C;_En_nrl , GC-pi=0.1 MMWFRS (directional) and C-C Ext rior(2E) zone; -cantilever left and right exposed ;C-C for members and forces-&,'IIWIFRIS-for-reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) -Building Designer/ Projectzngineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. i -3) This truss has been designedior a 1A.0-psf_bottom-chord-liveaoad nonconcurrent with any other live loads. 4) `This truss has -been -designed for a -live load of 20.Opsf on the;ibottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the botam-hord and any-othermembers. 5)-Referio-girders)-for truss to -truss connections. 6) Provide mechanical connection (by others) of truss to -bearing plate capable -of withstanding 100 lb uplift at oint(s) 1 except (jt=lb) 2=137. j January 8,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with M7RJO&connectors. This design Is based only upon parameters shown, and is for an individual building component, not �e a truss system. Before use, the building designer must verify the applicabllitylof design parameters and properly incorporate this design into the overall I A iTek� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal linjury and property damage. For general guidance regarding the iiN fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply d T22397579 T 2555522-GEM-BLANFORD EJ52 Monopitch Girder 1 Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL-34945, 8.430 s Nov 30 2020 MiTek Industries, -Inc. Fri Jan 8 14:50:32 2021 Page 1 ID: C69zr8AlafggnCgW9U732TzyL4E J5g?JVM_Djl_l byargmr6Aucl6KYelLxgdmflLzxO?b 3x4 = 2x4 I I ST4.5x8 STP = 5-0.0 Plate Offsets (X Y)- [1:0-3-4 0-1-2) -LOADING (psf) SPACING- 2-0-0 iCS!: TCLL 20.0 Plate Grip DOL 1.25 TC -0.49 TCDL 15.0 Lumber DOL -1.25 BC 0.46 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2020frP12014 Matrix-P- DEFL. in -Udeii Lid PLATES -GRIP- Vert(LL)- 0.05 1-3- >999 240 MT20 244/190 Vert(CT) -0.08 1-3 >649 240 Horz(CT) O:OD n/a n/a LUMBER- BRACING- TOP-C-HORD- 2x4­SF1--No.2 TOR-CHORD- BOT CHORD 2x6 SP M 26 WEBS 2x4.SP NIo.3- BOT CHORD REACTIONS. (size) -11=0-8=0; 3--Mechanical Max-Horz 1=128(LC 8) Max Upint-l--259(LC 8), 3=384(LC 8) Max Grav 1=6B8(L'C=1),3=8MJ_C-25)- FORCES. -(Ib) - Max. Comp./Max. Ten. - All-forces-250,/Ib)-or less except when -show Scale = 1:17.0 Weight:23-lb FT-= 20% Structural wood sheathing -directly appliad-or-5-0-0 oc-pudins; except end verticals. Rigid -ceiling directly applied or_10-D-0 oc bracing. NOTES- 1) Wind: ASCE7-16;-Vult=160mph (3-second gust) Vasd=124mph; TCDL=5Apsf;-BCDL=5.0psY, h=15ft; B=45ft; L=601t; eave=7ft; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (directional); cantilever left and right -exposed -;-Lumber DOL=1.60 plate grip DOL= r.GO- 2)-Building Designer / Project engineerrespolls!blslorAerifying-applied roof live load shown covers rain load;ng-requirements-spCe G- to the use of this truss component. 3) This truss -has-been designed fora 1A.0-psfbottom chord -live load nonconcurrent_with_anv=other live -loads. 4) --This truss has been designed -for a!1v=,oed_+f20.0psf-on-the bottommchordiaall-areas where a rectangle 3=6m0.tall by 2-0-0 wide will-fd between -the bottom -chord -and -other members. 5) Refer to girder(s) for truss to truss -connections. 6) Provide mechanical connection (by others) -of -truss to bearing-plate.capable of withstanding 100 IbLplift at jei zt(� except=¢jt-!h)-- 1=250, 3=384. 7) Use Simpson Strong -Tie HTU26 (20-10dx1 1/2 Girder, 11-10dx1 1/2 Truss, -Single Ply Girder) or equivalent at 3-0-12 from the left end to connect-truss(es) to front face of bottom chord, skewed 0.0 deg.tothis left, sloping 0.0 deg. down. 8) Fill all nail holes where hanger is in contact with lumber. 9) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS-guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of -the truss are -noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 1-3=20 Concentrated Loads (lb) Vert: 4=109(1`) 5=992(17) January 8,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 Mew 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 ANSIITPlf Quality Cdteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply " 255552e GEM-BLANFORD EJ53 Jack -Open Supported Gable 1 1 T22397380 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MTek Industries, Inc. Fri Jan 814:50:33 2021 Page 1 ID:C69zr8AlafggnCgW9U732TzyL4E-nHENWrNe 19rfIXnPN14fORizWmtNAM43HWCHozx07a 5-D-0 5-0-0 Scale = 1:19.2 Plate Offsets (X,Y)- [2:0-3-0,0-1A LOADING (psi) SP:,CING— 2-0-0 -CSI. DEFL. in (loc)--I/defl- Ud PLATES GRIP TCLL 20.0 Plate G,*DOL- 1.25 TC 0.78 -Vert(LL) 0.01 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.02 1 n/r 120 BCLL 0.0 Rep Stress Incr 'YES WB 0.-T4 Horz(CT) , 0.00 n/a n/a - BCDL 10.0 Code-MC-2020FrPI2014 Matrix -FL Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD-2x4-SP-No.2- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT-CHORD_ 2x4_SR No.2 except end verticals. WEBS 2x4-SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size)- 5=5-0-0, 2=5-0-0; 6=5-0-0 Max-Horz 2=208(LG 12) Max Uplift 5=50(LC 12), 2=204jtC12), 6=64(LC 9) -fviaxGrav 5=71(LC 17). 2=302(LC 1), 6=245(LC 17) FORCES. (lb) - Maxor less except when shown. -TOP CHORD 2-3=307/13rr- WEBS-- 3-6-315/480 NOTES- 1) Wind: ASCE 7-16; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp Cr-Encl., GCpi5al B; MWFRS (directional) and-C-Q Comer(3E)-1-11-3 to 4-0,3, Exterior(2N)"4-0-13-to-7-1.0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS -for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)=*trssxdesigned for wind loads in the plane of -the -truss only. For studs -exposed to wind (normal to the face); see-Standardindustry Gable End Details -as appfirabie,4=onsu"ualified building designer as perANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. B) This truss has been designed for a 1-0.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load -of 20.Opsf on the bottom chord in al, 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 atjoint(s) 5, 6 except (jt=lb) 2=204. January 8,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based onlyupon parameters shown, aadJnSoran Individual building component, not �t 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 1 �'ie' Is always required for stability and to prevent collapse with possible personalllrjury and property damage. For general guidance regarding the V1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17PH Quaky Cdteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply ' T223973i81— 2555522-GEM-BLANFORD EJ71 Jack -Open 8 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430-s-Nov 30 2020 MiTek Industries, Inc. Fri Jan 8 14:50:34 2021 Page 1 ID: C69zr8AlafggnCgW9U732TzyL4E-FTomkANFkLHiHv6zz4pJBbzyPvwd6fgDHxFmpEzxO?Z 7-0-0 7-0-0 I 3x6 = Scale= 1:21.8 LOADING (psf) SPACING- 2-0-0 CSI. -DEFL. in -(lot; Udef! Ud PLAT ES— GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.09 1-3 >912 360 MT20 244/190- TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0..23 1-3 >352 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 file n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.19 1-3 >438 -240- Weight: 22 lb -FT —20% LUMBER - TOP CHORD 2x4 SP-M-31 BOT CHORD 2x4 Sl? No 2 REACTIONS. (size] 1=Mechanical, 2=Mechanical, 3=Mechanical- Max Horzi=188(LC 12) Max Uplift 1=68(1_C 12), 2=171(LC 12) Max Grav 1 322(LC 17),2=263(LC 17), 3=130(LC-3) -FORCES. (lb) - Max. Comp./Max. Ten. - All forces-250�lb) oriess except when shown. -BRAVNG— I OP -CHORD Structural wood sheathing directly applied orFr-0=0-oc purlins- BOT GHORD- -Rigid ceiling directly applied-or-8-5-4rocbracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft- Cat- II; Exp C; Encl., GCpi=O 1B; MWFRS (directional) and C-CFxterior(2Ej��Mo-6-0-12, Interior(1) 6-0-12 to 6-11-4 zone; cantilever - left and right exposed ;C-C for members and forces 8 MWFRS for reactionsshowr, Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project -engineer responsible for verifying applied roof live load shown covers aimoading-requirements speck to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load-nonconcuuEnt 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-e-rectangle 3-6.02all by 24*0-wide— _ _ - - will -fit between the bottom chord and any other members. 5) Refer -to girder(s) for truss -to truss connections. 6) Provide mechanical connection�by-0thers) of truss to bearing plate capable of withstanding 100-Ib-upl'Ift at joint(s) 1-except (jt=lb) 2=171. January 8,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTeke 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 design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTpiic. building prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteda, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safetyinform rtion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 35610 Job Truss Truss Type Oty Ply T22397382 2555522 GEM-BLANFORD G1 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, I 8,430 s-Rbv 30 2020 MTek Industries, Inc. Fri Jan 8 14:50:35 2021 Page 1 ID: C69zr8AlafggnCgW9U732TzyL4E-kgM8xWOtVePZu3h9XoKYkpW42JKsf?wNWb?JMgzxO?Y -2-0-0 i 5-0-0 _ 9-5.0 _ 11-5-0 14-5-D 2-0-0 5-0-0 4-5-0 2-0-0 3-0-0 Scale = 1:28.6 NAILED 4x6 — NAILED NAILED NAILED . 46 = 5-0-0 9-5-0 11-5-0 14-5-0 5-0-0 4-5-0 2-0-0 3-0-0 Plate Offsets (XY)- [2:0-2-0,Edge] LOADING (psf) SPACW-G - 2-0-0 CSI- -E;EFL— in -(lcc)- Udefl Lid- PLATES GRIP TCLL 20.0 Plate Grip DOL 1-.25 TC 0.68 I Vert(LL) -0.07 7-8 >999 360 -NiT20- 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.13 - -8-->999 240 BCLL 0.0 Rep Stress Incr NO WB 0:46 Horz(CT) 0.04 T n/a Tile BCDL 10.0 Code FBC2020/TPf2014- Matrix-SH -VViind(tL) 0.09 8 >999 240-7 Weight: 68 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD StructuraFwoodsheathing-directlyapplied or 3-8-4 oc purlins, BOT CHORD- -2x4SP=No.2- except end verticals. WEBS 2x4=SP-No3- BOT CHORD Rigid_cejling directly applied or 6-11-1 oc bracing. OTHERS-2x4-SPNo.3- REACTIONS. (size) 7=11illechanical,-2=0-8-0 Max Horz 2=160(LC-25) -1 Upllff-7=-435(LC 8), 2=628(LC 8) Max Grav 7=1041(LC 30), 2=1284(LC 29) I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except-when-shvxn. TOP CHORD 2-3=1924/754, 3-4=1657ri4, 4=5=-1836/757 BCT CHORD 2-9=-657/1647, 8-9-661/167-1,-7 8=�712/1860 -WEBS 3-9=101/463, 4-8=98/441,-5-7= 1834/793- NOTES- 1-) Unbalanced-mof-live loads have been considered for this desian.- 2)'Wind: ASCF? %=k1uR=160mph-(3-secer>d_-gust) _asd=124mph; TCDL=5.Opsf; BC`DL=5.0psf; h=15ft; B=45ft; L=60R; eave=7ft; Cat- I1; Exp-(3Eftcl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3)-auilding Designer / Project engineer resporlsib'�R, g-eipsf ed-roof live load shown covers ram loading requirements -specific to the use of this -truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 6) ' This truss has been designed -for a live load of20:0psf on the[ bottom chord in all areas where a -rectangle 3-6-0 tall by 2-Mwide will fit between the bottom chord and any other -members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of -truss to bearing plate capable of withstanding IDO lb uplift at joint(s) except 0=1b) 7=435, 2=628. 9) "NAILED" indicates 3-10d (0.148"xW) or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 303 lb down and 176 lb up at 5-0.0, and 303 lb down and 176 lb up at 944 on bottom chard. The design/selection of such connection devices) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-4=70, 4-5=70, 5-6=70, 2-7=-20 January 8,2021 Continued on page 2 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INICLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19M20 BEFORE USE. / Design valid for use only with MiTek® connectors. This design Is based only, upon parameters shown, and isfor an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propeily 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 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mew fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM11 Quality Criteria, DS"9 and BCSI Building Component Sarefylntonnation available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 - 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply ?S T22397W2 2555522-GEM-BLANFORD G1 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 6.430 s Nov 3U ZU2U MI I eK Industries, Inc. Fri Jan IS 14fbu:3b 2uzi Page Z ID:C69zrBAlafggnCgW9U732TzyL4E-kgMBxWOtVePZu3h9XoKYkpW42JKsr?wN Wb?JMgzxO?Y LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=52(B) 4=-52(B) 9=275(13) 8=275(13) 13=104(B) 15=-52(B) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mi7ek® 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 verity the applicability of design parameters and pmpedy incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p� �pp T prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IV1� fek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUlPN Quality Criteria, DS&99 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty GEM-BLANIFORD HJ2 Diagonal Hip Girder �Ply_lJob 1Reference T2225555211 (optional) ouneers rirstbource tt-on vierce), i-on vierce, I-L - 3494b, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 814:50:36 2021- Page 1 ID: C69zr8Alafgq nCgW 9U732TryL4E-Csw W 9sPVGyYQ WCG M4VmHO3GpjoxaZKlMFksu7zxO?X 3-D-12 3-0-12 Scale = 1:12.2 3-0-12 LOADING (pso SPACING- 2-0-0 I CSI: -DEFL.-in=(lo) I/defl Ud PUkTES —GRIP TCLL 20.0 -Plate Grip DOL 1.25 TC 0.61 3-_-_A(LL) -0.00 2-4 >999-- - 360 110T20— 244/1-90- TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00- Horz(CT) -0.00 3' n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Wind(LL) 0.00 2 ••" 240 Weight: 19Ib FT`20% LUMBER- TOP CHORD 2x4 SP No.1 TOP CHORD -Structural wood -sheathing -directly -applied or 3-0-12-oc.purlins. -BOTLHORD 2x4 SP No.1 -BOT CHORD Rigid ceiling-directlyapplied or 1G=0-0 oc bracing. _OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=D40A5T4=Mechanic aI' Max Horz 2=92(LC 8) Max Uplift 3=76(1_C-1)-2=3b3(LC 8) Max Grav 3=11O(LC 8) 2=359(L-C-1), 4=4#(L-C 3) FORCES. (lb) - Max. Ccmp /A4ax: Ten: = Ail forces-250 (lb) or less except when shown. -NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf h=1-5m,-B=45ft; L=6Dft; eave=7ft; Cat, II; Exp C; Encl., GCpi=0.18; MWFRS-(directinnal);cantitever left and right exposed; Lumber DOL=1.60 plate g p-DOL=1.60 2) Building Designer / Project engineer responsible-iewerifying-applied roof live load shown covers raiNGading-requirements specific to the use of this truss component. 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 fora -live -load -of 2Ddlp9f 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) Refer to girder(s) for truss to truss connections. 6)-Provide mechanical connection (by others) of truss to -bearing -plate capable of withstanding 1001b 2=353. I 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 'LO'Au-CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Incrrease=1.25 Uniform Loads (plo Vert: 1-8=70 Trapezoidal Loads (plf) Vert: 8=0(F=35, B=35)-to-3=-54(F=8, B=8), 2=2(1`=9, 13=9)40 4=15(F=2, B=2) January 8,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 building design. Bracing indicated is to prevent buckling of individual truss web is cf design parameters and property incorporate this design into the overall and/or chord members only. Additional temporary and permanent bracing �1Te[.' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �V1 fabrication, storage, delivery, erection and bracing of trusses and truss systeTs, Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, see ANSYMI Qua/Hy Criteria, DS8�9 and BCSI Building Component Suhe 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T22397584 2555522-GEM-BLANFORD HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Bewilders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MTek Industries, Inc. Fri Jan 8 14:50:37 2021 Page 1 ID:C69zr8AlafggnCgW9U732TzyL4E-g2TuMC071 GgHBMrYeDMOpEbWO787JOag_u000ZacO?W 4-2-3 4-2-3 o- LOADNG (psf) SPACING- 2-0-0- —CSI. DEFL. in floc) Vdefl L/d TCL-L 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 2-4 >999 360 TCDL 15.0 Ldmber DOL 1.25 BC 0.06 Vert(CT) -0.01 2-4 >999 240 —13CU 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a SCDL 10.0 Code FSC2020/rP12014 Matrix-P Wind(LL) 0.00 2 — 240 LUMBER - TOP CHORD 2x4 SP M 31 BOT GHORD 2x4-SP M-31 OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=112(LC 8) Max Uplift 3=19(LC 7), 2=316(LC 8) Max Grav 3=56(LC 9)-, 2=353(LC 1), 4=65(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except-_ pt when sr,Lown.— Scale = 1:14.2 PLATES GRIP MT20- 244/190 Weight: 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puriins. BOT CHORD Rigid ceiling directly -applied or4D-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vuh=160mph-(3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL S:Opsf; h=1-5ft; B=45ft; L=6Dft; eave=7ft; Cat. II; Exp C;Fncl., GCp1=0.18; MWFRS (directional); cantilever left and -right-a posed ; Lumber DOL=1.60 plate grip DOL=1.60 —2`,-Building-Designed Project engineer responsible -for verifying applied roof live load shown covers rain loading requirements specific to. the use of -this truss -component. 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-fora-We-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) Refer to girder(connections. _6)-Provide-mechanical-connection (by others)-oftiusstotiearing plate capable -of withstanding 100 lb uplift atjoint(s) 3-except (jt=1b) 2=316. 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=8�70 Trapezoidal Loads (plf) Vert: 8=0(F=35, B=35)-to-3=73(F=2, B=2), 2=2(F=9, B=9)-to-4=21(F=-0, B=0) January 8,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use onto. -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 MTek' 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 ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply y ► T22397385 2555522 GEM-BLANFORD HJ4 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 8 14:5D:38 2021 Page 1 ID,,C69zr8AlafggnCgW9U732TzyL4E-BF1 GZYRIoZoBIWPkCwlFMR8YsXK12TgpCYDzyTDr07V 7.8-9 7.8-9 Scale=1:20.2 7-8-9 ]LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl- Ud— -PCATES - TCLL 20.0 Plate Grip DOL 1.25 TC-0..77- Vert(LL) -0.12 2-4- ->736 360 MT- 2n_ 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.26 2-4 >337 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a rda BCDL 10.0 Code FBC20201TPI2014 Matrix-SH Wind(ILL) 0.05 2-4 >999 240 Weight: 33 lb FT = 20% LUMBER- -BRACING-- TOP CHORD 2x4-SP No.1 TOP CHORD Structs a v.00dsheathing directly applied or_7-8-9 ocpuclins. BOT CHORD 2x4 SP No.2 -BOT-CHORD Rigid ceiting-directly applied or 10-M oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-10--15, 4=Mechanical Max Horz 2=220(LC 8) Max Uplift 3=203(1-13 8), 2=301(LC 8) Max Grav 3=339(LC 13), 2=472(LC 1), 4=154(LC.3)— FORCES:—(Ib)_ -Max-CGmp:/Max. Ten. - All forces 250 (lb) or less except when. -shown NOTES- 1) Wind-ASCE 7-16; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); -cantilever left and right exposed ; Lumber DDC 1-a0 oiate-gdp-DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain -loading -requirements speck to the use of this truss component. 1 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 hy�0_wide will fit between the -bottom chord and any other members. 5)-Referto girder(syfor truss to truss connections. 6) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 100 lb uplift atjoint(s) except(jt=1b) 3=203, 2=301. 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 (pit) Vert: -1-8=70 Trapezoidal Loads (plf) Vert: 8-0(F=35, B=35)-to-3=135(F=33, B=33), 2=-2(F=9, B=9)-to-4=39(F=9, B=9) January 8,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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 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 ANSI?Plf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty ply T22397986 2555522-GEM-BLANFORD HJ5 Diagonal Hip Girder 4 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 8 14:50:38 2021 Page-1 ID:C69zrBAlafggnCgW9U732TzyL4E-8F1 GZYRIoZo8IWPkCwtFMRBZ?XNc2TgpCYDzy?zxO?V 7-0-2 7-0-2 Scale = 1:18.9 I, -LOADING (psf) —SPACING- 2-0=O CSI. DEFL. in - ocl/- vdeiT Ud PLATES GRIP TCLL Piete Grip-DOL 1.25 TC -0.76- Vert(LL) -MOB- -2-4 >971 360 MT20 244/190 TCDL -1 5-.Cr I Lumber-DOL 1.25 BC 0.48 Vert(CT) -0.16 2-4 >501 240 BCLL 0.0 Rep Stress Incr —NO- WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10:0 Code FBC20Z0/TPT2014 -Matrix,SH Wind(LL) -0.06 2-4 >999 240 Weight: 31 lb FT = 20% LUMBER - TOP CHORD. 2x4-SP-No;2- BOT-CHORD= 2x4 SP No.2- OTHERS- 2x4 SP No.2 REACTIONS. (size) 3=Mechanical,2=0-10-15, 4=Mechanical- Max Horz 2=193(LC 8) Max Uplift 3=156(LC-8), 2=298(LC 8) Max-Grav-3=268(LC 13), 2=:337(LC 1), 4=130(LO 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces250-(Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 7-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7--efi,, Vmi- -(S-racortd-gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf, h=15ft; B=45ft; L=60R; eave=7ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directjonal);_ca tilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60- 2) Building Designer / Projev-t-engineer responsible for- verifying -applied -roof live load shown covers rain loading requirements specific to the use of-tl,,,ls-truss-co.pcnent: 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 chard. -in all areas.wherea-rectangle 3-6-0 tali by 2-0-0 wide will -fit -between the bottom chord and any other-rrlembera_ 5) Refer to girder(s) for truss to truss connections. -6)-Provide mechanical connection (by -others) oftrussA"eanng-plate-capable-ofwjthstanding-1001 rL C oint(s)-except Qt=lb) 3=15B,2==298.- 7) In the LOAD CASE(S) section, loads applied to the1ace 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: 1-8=70 Trapezoidal Loads (plf) Vert: 8=0(F=35, B=35)-to-3=-123(F=26, B=26), 2=-2(F=9, 8=9)-to-4=35(F=8, B=-8) January 8,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parametem 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 ANSM11 Quality Criteria, DSB-99 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 2555524-GEM-BLANFORD� HJ7 Diagonal Hip Girder 3 1 T22397387- Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL--34945, 2-9-15 5-1-9 8.430 s Nov 30 2020 M7ek Industries, Inc. Fri Jan 814:50:39 2021 Page 1 ID:C69zr8AlafggnCgW9U732TzyL4E-cRbfnuRNZtw?Ng wmeOUufhkmwi1ngbyRCzXVRzx07U Scale: 10=1' v o db A -5-1-9 5-1-9 i 9-10-1 4-8-7 LOADING (psf) -SPAGING- 2=0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 -Plate-Grip DOL 1.25 TC 0.76 Vert(LL) 0.02 2-7 >999- 360 MT20 244/190 TCDL- 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.06 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.01 6 n/a n/a -BCDL -10-0- Code FBC20201rP12014 Matrix-SH Wind(LL) -0.05 2-7 >999 240 Weight: 49 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical,2=0-1.045,6=Mechanical- Max Horz 2=31 O(LC 8) Max Uplift 4=232(LC B)r2=323(LC 8), 6=72(1_C 8) Max Grav 4=356(LC-13)-2=600(LC 1). 6=421(LC 13) FORCES.-- (lb)-Max-Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-789/64 BOT CHORD 2-7=253/791, 6-7=253/791 WEBS 3-6=-854/273 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriirls. BOT CHORD_-Rigid.ceiling directly applied -or 1"-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. Il;bcp_C;-Encl.,-GCpi=DA8; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2)-Building Designer / Project engineer responsible for verifying applied roof -live load shown covers rain loading requirements specific to -the -use of this truss -component. 1 3) This truss -is not designedtosupport a ceiling -and -is -not intended for use where aesthetics are a consideration, 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)-Refer to girder(s)-for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift atjoint(s) 6 except (jt=lb) 4=232,2=323. 8) 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 I 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-11=70 Trapezoidal Loads (plf) Vert: 11=O(F=35, B=35)40-4=172(F=51, B=51), 2=2(F=9, B=9)-to-5= 49(F=15,)B=15) January 8,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with M7ek0 connectors. This design is based only upon parameters shown, and Is for an Individual building eomponeM, not a truss system. Before use, the building designer must verity the applicabllHylof 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�'t'�,' 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?F11 Quality Criteria, DSB-89 and BCS/ Building Component Safetylnformalion available from Truss Plate Institute, 2670 Crain Highway, Sulte 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply ' T22397568 2555522-GEM-BLANFORD K1 Hip Girder 1 1 Job Reference (optional) Builders FirstSouxe{Fert Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MTek Industries, Inc. Fri Jan 8 14:50:40 2021 Page 1 ID:C69zr8AlafggnCgW9U732TzyL4E-4d91 ES?KB2s?gZ7JLwjRsDzYK31Wlk6gsi4luzxO?T 7-&8 &5-8 16-0,0_ 7-6-8 0.11-0 7-6-8 i 4x6 = 4x6 = Scale = 1:30.2 3x6 i 7 NAILED NAII En NAILED 3X8 11 NAILED NAILED- -NAILED ST1.5x8 STP = ST1.5x8 STP = -3XS N NAILED - NAILED 3x6 r rn Id 7-6-8 0.11-0 7-6-8 Plate Offsets (X Y)- [1:G-2-140-1-8][2.0=3=a 0-2-0] [3:0-3-4 0-2-0) LOADING (psf) SPAC_WG_ 2-0-0 CSI. -DEFL. in -(loc) Udefi- , Idd PLATES —GRIP- TCLL 20.0 Plate Grip-DOL 1.25 TC 0.50 Vert(LL) -0.10 4-5 >999 360 MT20 244/190 TCDL 15.0- Lumber DOL 1.25 BC -0:48 Vert(CI}-0 20- 4-:5 >908 240 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(Cf)- 0-02 4 nia n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH— Wind(LL) 0.10 4­5 >999= 240 Weight: 74 lb FT = 20% LJJMBER- BRACING TOP CHORD 2x4 SP M 31 'Except' TOP CHORD- Structural wood -sheathing directly applied or 3-6-13 oc pudins. 2-3: 2x4-SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT ---HORD- 2x6 SP M 26 WEBS- 2x4SP No.3- REACTIONS. (size)- 1=0 B-0, 4=0-8-0 MaxHorz 1=162(LC7) -Max Uplift 1=-578(LC 8), 4=557(LC 8) Max Grav 1=1B91(LC 1), 4=1807(LCi) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or!eS9-except wflen-sholr., TOP -CHORD 1-2=-25051770-,2--5==2152f769, 3-4=2505/770 BOT CHORD 1-6=-562/2120, 5.6=569/2952,4-5=562/2120 WEBS 2-6=-270/938, 3-5=270/938 NOTES- 1)-Unbalanced roof live -loads have been consideredJor=this design. 2) W^d�ASCF 7-1.60!tN=160mph-(second_gust)-Vasd=124mph1 CDE=30psf; BCDL=5.Opsf; h=15%B=_45ft;L=60ftreave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.6& S) Building Designer / Project engin 'l,�. =;ifying applied roof live load shown covers rain loading -requirements -specific - to the useof this truss component. 4) Provide -adequate drainage to prevent water ponding. 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-liveload of 20.0psf on the bottom chord in all areas -where a rectangle-316-0 tall by 2-0.0 wide will fit between the bottom chord and -any other members. 7) Provide mechanical connection (by others) -of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 1=578, 4=557. 8) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASES) 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: 1-2=70, 2-3=70, 3-4=70, 1-4=20 Concentrated Loads (lb) Vert: 7=-292(F) 8=2B9(F) 9=289(F) 10=-289(F) 11=289(F) 12=289(F) 13=-289(F) 14=289(1`) January 8,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 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 Mew building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing fyiiT�rk• 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 ANSYTP11 Quality Crltens, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2555522'�GEM-BLANFORD� K2 Hip Girder 1 1 738 T22399 �JobReference (optional) Builders FirstScurce (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 Mi fek Industries, Inc. Fri Jan 8 14:50:412021 Page 1 ID:C69zr8AlafggnCgMU732TzyL4E-YpjPCaTe5UAjc 8Jt2Ry_4m7zkHZFnCFvWSdZKzx07S i 7-0-0 9-0-0 16-0-0 ' 7-0-0 2-0-0 7-0-0 I Special Scale = 1:29.3 44 = Special 4x6 = 3x6-= 1 2x4 11 2x4 11 ST1.5x8 STP = ST-1.54 STP = Special Special 34 = I$ LOAv^• ING—(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP T CLt 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.11 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.23 4-5 >796 240 BCLL OU Rep Stress incr -NO WB 0.22 Horz(CT) 0.05 4 n/a n/a —BCDL- 10.0 Code-FBC20M)-P12014 Matrix-SH Wind(LL) 0.14 1-6 >999 240 Weight: 60lb FT=20% -LUMBER- BRACING - TOP CHORD 2x4 SP-M31'Exc:ept' TOP CHORD Structural wood sheathing directly applied or 3 B-5 oc purlias.. 2-3: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-13 oc bracing- BOT CHORD 2x4 SP No2 WEBS- 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 4=0=8-0 Max Horz 1=154(LC 23) -Max Uplift 1=599(LC 8), 4=599(LC 8) Max Grav 1=1494(LC 29). 4=1494(LC 30) - FGI2CES:— (fb)-Mdralr. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP-C-HORD- r2=2684/1089, 2-3=2289/1040, 3-4=2683/1089 BOTCHORD 1-6=89.BaalB,5-6-BS012331�4-5=84B/2314 WEB& 2-6=65/597 3-5=65/597- NOTES- 1) Unbalanced _roof -live loads have been considered -for thisx1esigp. 2) Wind: ASCE 7-16; Vult=160tnph-(3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=S.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) centiievertelt-and right exposed; Lumber DOL-1.60-plate-grip DOL=1.60 3) Building -Designer- Project -engineer -responsible -for verifying applied -roof -live -load -shown covers rairrloading requirements specific —toAhe.use-of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed fora-1 0-.0-psf bottom chord live load nonconcurrent with any other live loads. 6) • This -truss has been designed for a live load of 20.0psf-on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0irde will fit between the bottom chord and any other members. 7)-Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s)except (jt=lb) 1=599,.4=599. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 539 lb down and 484 lb up at 7-0-0, and 539 lb down and 484 ib up at 9-0-0 on top chord, and 428 Ill down and 89 lb up at 7-0-0, and 428 lb down and 89 lb up at 8-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l —, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-3=70, 3-4=70, 1-4=20 Concentrated Loads (lb) Vert: 2=323(B) 3=323(B) 6=408(B) 5=-408(B) January 8,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ` Design valid for use only with Mtrek® 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 MI IPik- 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 buss systems, see ANSIMP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufle 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 'f223973190 2555522-GEM-BLANFORD L1 Common Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 M7ek Industries, Inc. Fri Jan 8 14:50:42 2021 Page 1 ID: C69zr8AlafggnCg W 9U732TzyL4E-1 OHnPvUGsol aE7jVRmyB WHJO98n4_EaP7AB B6mzx07 R 348-0 7-4-0 3-8-0 3-8-0 4x6 = 3x4 = NAILa ST1.5x8 ST: _ ST1.5x8STP = 3x4-= Scale=1:17.0 3-8-0 7-4-0 r 3-8-0 Plate Offsets (X Y)- (1:0-3-4,0-1-2) LOADING- (psf) SPACING- 2-0-0 CSi. DEFL. in (loc) Vdef1 -PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 4- >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 -BC 0.32 Vert(CT) -0:02 3-4 >999- -240 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix-SH -`fflnd(LL) 0.01 4 >999 -240- Weight: 32lb F-T 20% LUMBER- BRACING - TOP CHORD 2x4-SP-No.2 TOP CHORD Structural -wood sheathing directly applied or 6-0-0-oc purlins- BOT CHORD 2x6 SP No.2 BOT CHORD FUglid-ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=0-8-0 Max Horz 1=-78(L-C 6) Max -Uplift 1=-208(LC-8); 3=204(LC 8) Max Grav 1=640(LC 1), 3=626(LC-1-) FORCES. (1b) --Max. Comp./Max. Ten. -All forces 250 (lb) or-less-except�,Aen shown. TOP CHORD 1-2=877/282, 2-3=877/282 BOT CHORD 1-4=1911724, 3-4=1911724 WEBS 2-4=1237544 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=1B0mpt_(3secnadgust) Vasd d34mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45fi;_L=60ft;-eave=7ft; Cat. II; Exp C; Encl., GC-pi=0.18; MWFRS (directional); cartileeer-leftznd-right�-xposed-Lumber nnl =1 a0_plate grip DOC1:60- 3) Building Designer /-Project engineer responsible= verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. -4)_This truss has been designed for a 10.0 psf bottom chord live -lead nonconcurrent-with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding-100-lb uplift at joint(s) except (jt=lb) 1=208, 3=204. 7) "NAILED" indicates 3-10d (0.148"xVI or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) 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: 1-2=70, 2-3=70, 1-3=20 Concentrated Loads (Ib) Vert: 4=222(F) 5=222(F) 6=222(F) :bate: January 8,2021 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with Mi rek® 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 verity the applicability of design parameters and property incorporate this design Into -the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT2k' prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22397391 2555522 GEM-BLANFORD L2 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 814:RA3 2021 Page 1 ID: C69zreAlafggnCg W 9U732TzyL4E-VCr9dF Uud6QRsH li?TTQ3V ranY9pjkHYMgxkeDzxO?Q 3.0.0 4 4 0 7-4-0 3-0.0 1-0 0 3.0-0 Scale: 3/4'=1' Special 44= 4x6 = NAILED 2 3 2X4= Special ST1.5x6 STP = -ST1:5k6-STP =- 2x4 = Plate Offsets ()(;Yy [1:0-1-4,Edge) -LOADING-(psf) SPACING— 2-0-00 CSI. DEFL. in floc) Udefl L/d PLATES GRIP TCLL 20.0- Plate Grip DOL 1.25- TC 0.12 Vert(LL) -0.01 5 >999 240 MT20 2441190 TCDL 15.0 -LumberDOL 1.25 BC -016— Vert(CT) -0.01 4-5 >999 180 -BCLL 0.0 Rep Stresss Incr NO WB -0.05' Horz(CT- -0.01 4 n/a n/a BCDL 10.0— Code FBC2020/TPI3014- Matrix-SH Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD- Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD 2x4 SP No-?- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 -REAC-TIONS. (size) 1=0 —, 4=0-8-0 Max Horz 1=67(LC 6) Max Uplift I=-146(LC 8), 4=156(L-C-8) Max Grail 1=409(LC 29), 4=417(LC 30) FORCES. (lb) - Max- CompJMax. Ten. -All forces 250-(1b)-or4.-sc-except-when shown. TOP CHORD 1-2=-648/230, 2 3=.522/234,.3-4=618/28O BOT-CHORD— 1-6=150/521, 5-6=151/525-4 5=14S/51-1- NOTES-- 1) Unbalanced roof live loads have been-considered-fo-fhis-de- O- 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp-C; Encl., GCpi=0.18; MWFRS.(directional); cantilever left and -right -exposed ; Lumber DOL=1.60-plate gripDOL=1-.60- 3)-BuildiDg�DEsigaerlPmject engineer responsible fog verifying applied roof live load shown -covers rain IoadingTequirements speck to the use of this truss component. 4) Provide-adeqaze inage- -prevent water ponding. -5)-This truss has been designed for-a-1.0.0 psf.bottom-chord=lheAoad-nonconeurrent with any otherAve-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 100 lb uplift at joint(s) except (jt=lb)- 1=146, 4=156. 8)."NAILED" indicates 3-1 Did (0.148"x3") or 3-12d (0.1482x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided -sufficient to support concentrated loads)-286 lb down and 132-lb up at 3-0-0 on top chord, and 29 lb down at 3-0-0, and 129 Ibdown and 67 lb up at 4-3-4 on bottom chord. The design/selection of such - connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-3=70, 3-4=70, 1-4=20 Concentrated Loads (lb) Vert: 6=6(B) 5=10(B) January 8,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/192020 BEFORE USE. " Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual huilding 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 ' ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply r T22397392 2555522-GEM-BLANFORD M1 Half Hip Supported 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 Mtkek Industries, Inc. Fn Jan 8 14:50:44 2UZ1 Page 1 ID:C69zr6AlafggnCgW9U732TzyL4E-zOOYgbV WOPYITRtuYB_fbiOfFxWOSAgibUgHAfzx07P -2-0-0 i 12-5-0 i 13-8-0 2-0-0 12-5-0 4x6 = 6.00 F12 9 22 10 Scale = 1:38.9 12-5-0 1-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IOC) I/defl- -Ltd- —PLATES— GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.01- 1 nir i20 -MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 1 -n/r 120 BCLL 0.0 Rep Stress Incr YES WS 0.11 Horz(CT) -0.00 11 -nia n/a BCDL 10.0 Code FBC2020lrPl2D14 Matrix-SH Weight: 94 lb FT = 2001c LUMBER- -SP�ACING- TOP CHORD 2x4 SP No.2 TOP CHORD -Structural-wood sheathing directly -applied ot=6.0-0_oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD -Rigid-ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All -bearings 13-8-0. (lb) - Max Horz 2=412(LC 12) Max Uplift All uplift 100 lb odessat joints} 11, 13, 14, 1.5, 17, 12 except 2=402(LC 12); 16=106(LC 12) Max Grav All reactions 250 lbor less at joint(s) 11, 13, 14, 15.-IB -1? except 2=319(LC-i ,17=30a(LC--17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less -except -when shown. TOP CHORD 2-3=6121218, 3-4=-434/141, 4-6=-335/118 WEBS 3-17=-248/356 NOTES- 1) Wind: ASCE-7-16; Vuft=160mph (3-second-gust) Vasd=124mph; TCDL=5.Opsf; BCDL=_5.Opsf; h=15ft; B=45ft; L--6 t cave=eft; Cat= II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E)-1-11-3 to 4-0-13, Exterior(2N) 4-0-13 to 12-5-0, Comer(3E) 12-5-0 to 13-6-4 zone; cantilever left and right exposed ;C-C for members and forces-&V AERS -fDr reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind-(norrnalrto-the-face), see -Standard Industry - Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 3) Building -Designer / Project engineer responsibleier-vepiying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous -bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This -truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 9) • 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 13, 14, 15, ,17, 12 except Gt=lb) 2=102, 16=106. January 8,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SM92020 BEFORE USE. Design valid forum only with 107ek® 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available fmm Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2DS01 Tampa, FL 36610 Job Truss Truss Type Qty Ply a T22397393- 2555522-GEM-BLAN1FORD PB1 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL-34945, 8.430 s Nov 30 2020 MiTek-Industries, Inc. Fri Jan 8 14:50:45 2021 Page 1 ID: C69zr8AlafggnCgW 9U732TzyL4E-Rbywl x W8gj gB5bS46uV uBwwueLrHBeNrp8Qri5zx070 -14 Scale = 1:19.8 6x8 3 4 6x8 10 a- 8_ 2x4 = 3x8 I I 2x4 = Plate Offsets (X,Y)-[3:0-4-0,0-1-151,[5:0-4-0,0-1-151 LOADING (psi) -SPACING- 2 M CSI. —DEFL. in—(Ioc)- Well L-'d- PLAT -ES- GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0:00 6- n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.00 6 nir —120— BCLL 0.0 Rep Stress Incr YES WB 0.01 -Horz(CT) 0.00 8 n/a Na I. BCDL 10.0 Code FBC2020ITPI2014 —Matrix-SH Weight, -35lb- FT=20% LUMBER- -BRACING- TGP-CHORD- 2x4-SP No.2 TOP CHORD Structural wood sheathing directly -applied or-6-0-0ac purlins. BOT CHORD 2x4 SP Nc.3 -BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 9x8'.SR 240DF 2 vE REACTIONS. All-bearirip 9-9-4. (lb) - Max Horz 2=36(LC 10) Max4jplfft All uplift 100 lb or less at ioint(gZ 6, 10 -8 except 5=157(LC-12)- Max-Grav- AR-reaetton - 0-lb or less at joints) 2, 6, 10, S except 9=387(LC 21) FORCES. (lb) -Max. Comp./Max. Ter+..--All-forces-250-(Ib) or less -except mitten shown. WEBS 4-9=-310/406 -NOTES-- 1) Unbalanced -roof -live -loads have been considered for this design- 2) Wind: ASCE 7-16; Vult=163mp.=(S-_sa; ond=gust)a/asd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15't B=45ft-L=60*t-eakle=7ft; Gat._ II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and icrces.&MWERSfor reactions -shown; Lumber DOL=1.60 plate, grip DOL=1.60 3) Building Designeri-ProjecLeagineer�.sportsible.for verfying:appliedwDfJive load shown covers rain loading requirements specific to the use of thistruss-component. 4) Provide adequate -drainage to prevent water ponding. 5) Gable requires continuous bottom -chord bearing. 6) This truss has been designed for a 1.0.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will frtbetween 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) 2, 6, 10, 8 except (it=lb) 9=157. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consuftqualified building designer. January 8,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with 1017ekO 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 applicabllitylof 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 M1TPrk' 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 ANSUrPN quality Criteria, DSB-89 and BCSI Building Component Salta information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply ' T22397394 2555522-GEM-BLANFORD PB2 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 Mi fek Industries, Inc. Fri Jan 814:50:46 2021 Page 1 ID:C69zr8AlafggnCgW9U732TzyL4E-vnWIFHXmw1o7jl1Hgc07g7T451Biw4W 2090FXzxO?N 3-11-15 11-7-14 3-11-15 7-7-15 Scale = 1:19.8 4x6 = 4x6 = 8 7 2x4 = 2x4 11 2x4 11 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 15.0 Lumber DOL 1.25 BC 0.15 BCLL 0.0 Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2020ITP12014 Matrix-SH LUMBER= TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 DEFL. in (loc) Vdefl Lid PLATES -GRIP- Vert(LL) 0.00 —6 -n/r 120 MT20 244/190 Vert(CT) 0.00 6 n/r 120 Horz(CT) 0.00 5 n/a n/a Weight: 37 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0.0 pulins._ BOLCHORD_ Reid ceiling_ directly -applied or 10-0-0-oc bracing. REACTIONS. All bearings=9-9-4. (lb) - Max Horz 2=80(LC 10) Max Uplift A!!-uplifr l DO lb or less at joint(s) 8, 7 except 2=109(LC 12), 5=-109(LC 12)- Max Gravi ll-reactions 250 lb or less at joint(s) 2, 5 except 8=322(LC 17). 7=312(LC22) - -FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=239/274, 4-7=232/276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuli60mph (3-second-gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf;-h=15ft; B=45ft; L=6Dft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces-&-MWF-RS for reactions shown; Lumber DOL=1.60 plate -grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific - to the use -of this truss -component. 4) Provide -adequate -drainage to prevent water ponding. 5) Gable -requires continuous bottom chord bearing. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent ivith any other live loads. 7) ' This truss has been designed for a live load of20.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) 8, 7 except Gt=lb) 2=109, 5=109. 9) See Standard Industry Piggyback Truss Connection Detail -for Connection to base truss as applicable, or consu@ qualified building designer. January 8,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119Q020 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew prevent 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 ANSM11 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safery Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply —T22397395 2555522=GEM-BLANFORD PB3 Piggyback 1 1 Job Reference (optional) puilucl3-rIIJWuulw lrYll rlCi w/, full rlCl w, rL-JYD4,, OAJU 5 N0V JU ZUZU MI I eK mousines, Inc. Yn Jan O l4:bU:4r zuz1 rage 1 ID:C69zr8AlafggnCgW9U732TzyL4E-Nz4gSdYOhKwsKvcTEJYMDLOFu9WDfAPBHSvyn zx07M 14 Scale = 1:19.8 4x6 = 6.00 FT 2x4 11 4 4x6 = 10 9 a 2x4 = 2x4 II 2x4 I I 2x4 11 YX4 = 11-7-14 LOADING (psf) SPACING- 2-0-0 CSI. —DEFL'. —in—(loc} Well L/d- PLATES —GRIF TCLL 20.0 Plate-Grip-DOL- 1.25 TC 0.18 Vert(LL) --0.000 6 n/r 120 MT20 2',4f.90 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.00 -6- n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH -Weight: 35 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly-applied-or-6-O Doc purlins. BOT CHORD__2x4 SPPP No.3. BOT CHORD Rigid ceiling directly applied-or6-0-0-oc-bracing. WEBS 1x4_SP No.3 I REACTIONS. Ali tearings 9-9-4. (lb) = fvlax-Horz 2=-47(LC 10) Max Uplift All uplift 10D lb or less at joirit(s) 2; 6, 10, 8 except 9=136(LC 9) Max Grav Allseactions 250 Ib-or4ess at-joints)-2-6; 10,-8=except 9=339(LC 21) FORCES. (lb) -Max. Comp./Max. Ten. --All-fcrces250-(Ib)-or less -except when shown. WEBS 4-9=271/353 NOTES- 1) Unbalanced -roof live loads have been consideredforthis design~ 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL-5:Opsf; BCDL=S.Opsf; h=15ft; B=45ft; L=60ft�ave=7ft;-Cat. 11; Exp C; Encl.,-GCpi=0.18; MWFRS (directional) and-C=C Exterior(2E) zone; cantilever=laffand=right-exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate's grip DOL=1.60 3) Building Designer / Project engineer responsible for vPeifying-applied-roof liveJoadshown covers rain loading requirements specific to the use of this truss Component. 4)-Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed -for a 10.0 psf bottom chord live load nonconcurrent with -any -other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanicai connection (by others) of truss to bearing plate capable of withstanding 100 lb upliftat joint(s) 2, 6, 1-0-,8 except at --lb) 9=136. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 8,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTeM 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 Mew 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 ANSUfP/1 Quaky Criteria, DSB-89 and BCS/ Building Component Sefety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply d '1122397�96 2555522-GEM-BLANFORD PB4 Piggyback 1 1- Job Reference (optional) Builders FirstSource{fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 Mffek Industries, Inc. Fri Jan 8 14:50:48 2021 Page 1 ID:C69zr8AlafggnCgW9U732TzyL4E-rAe2gzY1 Re2jy2Afnl3bmYYP7ZgEOzBHwaeVJQzxO?L 4-5-15 11-7-14 4-5-15 7-1-15 Scale = 1:19.8 4x6 = 4X6 = 8 7 2x4 = 2x4 11 2x4 II 2x4 = 11-7-14 11-7-14 Plate Offsets (X,Y)- [2:0-0-4,0-D-0],[5:0-0-4,0-0-0] LOADING (psf) SPACR4G- 2-0-0 CS1. DEFL. in (loc) Ildefl Ud PLATES GRIP- TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 6 n/r 120 MT20 244/190 TCDL -150— Lumber DOL 1.25 BC 0.27 Vert(CT) 0.01 6 n/r 120 BCLL -0.0- Rep Stress Incr YES- WB 0:07 Horz(CT) 0.00 5 n/a n/a -BCDL 10.0 Code=FBC2020/T1312014 Matrix-SH Weight: 38 lb FT = 20% LUMBER- EIRACING- TOP CHORD 2x4 SP-No-2- TOP CHORD Structural wood sheathing directly applied.or-6-M_oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1Gn0=0_oc-bracing. WEBS _2x4-SP No.3 OTHERS 2x4 SP No.3- REACTIONS. All bearings-9-9-4. (lb) - Max Horz 2=90(1-C 10) Max Uplift All uplift 100 lb orJes;- joint{s) 8, 7 except 2=118(L-C-12), 5=118(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 5 except 8=314(LC 1-7),_7_e299(1C-18)— -FORCES=(Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced -roof -live -loads -have been considered for this design. 2) Mind: ASCE-7-16, Vult=160mph-(3=second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=6Dft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces-&-MWFRS for reactions shown;-.umber-DOL=1.60L-Plate-grip-00L=1.60 3) Building-Desionerl_Psaject-engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)--Provide adequate drainage-to-preventAvater ponding. 5) Gable requires continuous bottom -chord bearing. 6) This truss has-been designed for a 10.0 psf bottom chord live -load nonconcurrent with -any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will flt 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) 8, 7 except at=lb) 2=118, 5=118. 9) See Standard Industry Piggyback F r uss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 8,2021 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 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 Met( 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 ANSVTP/f Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safetyinformation avaliabie from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply .� •:� a T22397397 2555522 GEM-BLANFORD PBS Piggyback 3 1 Job Reference (optional) Builders FirstSource (Fort -Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 M7ek Industries, Inc. FriJan 8 44:50:49 2021 Page 1 ID: C69zr8AlafggnCgVBU732TzyL4E-JMCRtJZfCyAaaClrLkaglm5Wyy5j7QpRkmO2rszx0?K 5-9-15 , 11-7-14 5-9-15 5-9-15 Scale = 1:19.7 4x6 = 6 3x4 i 14 II 3x4 LOADING (psf) SPACING- 2-0-0 CSI. -DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.01 5 n/r 120 MT20 244/190- TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) 0.02 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 37 lb FT = 20%— LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural-wood-sheathirtgdicut ly applied or 6-0-0 oc-purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid calling dlrect!yapplied or-1 0-0-0=-bracing. OTHERS 2x4 SP No.3 REACTIONS, (size) 2=9:9 4, 4=9-9-4, 6=9-9-4 Max Hone 2=119(LC 10). Max Uplift 2=139(LC 12), 4=139(LC 12), 6=136(LC 12). Max Grav 2=247(LC-17), 4=264(LC 18), 6=477(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=311/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mpq; T-CDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=soft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 60L=1.60 3) Building Designer / Project engineer -responsible for verifying applied roof live load shown covers rain -loading requirements specific - to the-ase-of-this-truss component. 4) Gable regaires-continuous bottom chord bearing. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcuQeri with any other live loads. 6) ' This -truss has been designed for a live load of 20.0psf-on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Provide mechanical connection (by -others) of truss to bearing plate capabie of withstanding 100 lb uplift atjoint(s) except (jt=1b) 2=139, 4=139, 6=136. 8) See Standard Industry- Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 8,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek9 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 WOW 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 ANSM11 Qualky Crkeda, DSB-99 and BCSI Building Component SafetylMormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply � 7Z2397J98 2555522-GEM-BLANFORD P136 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 M fek Industries, Inc. Fri Jan 814:50:49 2021 Page 1 I D: C69zr8Alafgq nCg W 9U732TzyL4E-JMC RtJZfCyAaaC IrLkaq Im5Wyy5j7QpRkm 02rszxO?K 5-9-15 11-7-14 5-9.15 5-9-15 4x6-= 6 3x4 i 2x4 II 3x4 11-7-14 11-7-14- Plate Offsets (X,Y)-[2:D-2-10,0-1-81,[4:0-2-10,0-1-81 LOADING (psf) SPACING- 2=0 0- CSt. TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 TCDL 15.0 Lumber DOL 1.25 —BC-- D.TA BCLL 0.0 Rep Stress Incr YES I V1115- 0.11 BCDL- 10.0 Code FBC20201FPi201k Matrix-SH LUMBER - TOP CHORD 2x4 SP-No.2- BOT CHORD-2x4-SP=No.3 OTHERS 2x4 SP No.3 -REACTFONS. (size) 2=9-9-4, 4=9-9-4, 6=9-9-4 Max-Horz 2=119(LC 10) Max Uplift-2=139(LC 1-2); 4=139(LC 12),.6==136(LC 12) Max Grav 2=247(LC 17), 4=264(LC-1Bj; 6E- `T/(LC 1) FORCES- _(Ib)-Max. Comp./Max. Ten. -,rill-fo;.:es-250 b)-or-less-except-vfien shown. WEBS 3-6=311!375 Scale = 1:19.9 DEFL-. in (loc) Vdefl- Jd PLATES GRIP Vert(LL) -0.01 5 n/r 120 MT20 244/190 Vert(CT) 0.02 5 n/r 120 Horz(CT) 0-.00 4 n/a -n/a Weight: 37 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or B-0-0 oc pudins BOT CHORD Rigid ceiling directly applied or 10-0-0 oe bracing. NOTES- -1)-Unbalanced roof live loads have been wnsideie forthis design. 2) Wind: ASCE 7-16; Vult=160mp`7-1,3-second yust)-3'aGd. 1-24mph; TCDL=5-Dpsf; BCDL--&.Dpsf, h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces_&-MI--WEBS-_for reactions -shown; Lumber DOL=1.60-plate-grip DOL=1.60 -.3)LBWding Designer /?roject engineer responsible for verifying aopliedsoof]iveJDad shown covers rain loading requirements specific to the use of this truss component. 4-)-Gabie-ivya;reg-wn'2nuous bottom chord bearing. 5) This truss has been designed forte-'D:Q-psf-bottom-chcrd live load nonconcurrent whhany-other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 talt by 2-0-0 wide willTif between the bottom chord and any other members. 7)-Provide mechanical connection (by others) of trussto bearing plate capable -of withstanding 100 lb -Uplift atjoint(s) except (jt=lb) -2=139, 4=139, 6=136. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 8,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511MO20 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for ahJadividual 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 MOW 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/rP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Saferylydormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply ry "I a ' T22397399 2555522-GEM-BLANFORD Vt VALLEY 3 1 � Job Reference (optional) ounuers nrswuurue true rrorcel, run riume, rL - s4agO, 2-0-0 2x4 i 2 0.4S1,1 a NOV 3U ZUZU MI I eK Inoustnes, Inc. Fri Jan 5 14:50:50 2021 Page 1 I D: C69zr8AlafggnCg W9U 732TzyL4E-oYm p5faHzFIRBM K2vR53rzenOMYTsuoazQ7cOJzx07J 3x6 = 2x4 Scale = 1:7.7 x� d -OHO S- 4-= -0-0.6- 3-11-8 Plate Offsets (X,Y)- 12:0 `sO;Edge] LOADING-(psf} SPACING- 2-D-0 CS]. DEFL. in (loc) 1/defi Ud —PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 2441190 CDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a n/a 999 BOLL - 0.0'-' -Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0- Code FBC2020rTP12014 Matrix-P Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD--2x4SP No.2 TOP CHORD Structural —wood —sheathing directly applied-or-4-0-0-oc-pur+ins.- BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling_dinactLy-applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-11-0, 3=3-11-0 Max Horz 1=30(LC-1-1) Max Uplift 1=-46(LC 12), 3=-46(LC 12) Max Grav 1=123(LC 1), 3=123(LC 1) FORCES: (lb) - Max. Comp./Max. Ten. - All forces 250 (lb)_orJess�xcepLwbenshor l.. NOTES- 1) Unbalanced roof live leads have been considered for this design. 2) Wnd 4SCE7-16; Vult=160mph (3-second gust) Vasd=124mpk TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave-=7ft; Cat. -II; Exp-C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces=& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use -of -this truss component.- 4) Gable requires continuous bottom chord bearing. 5) This-trusshas-been-designed for a 10,0 psf bottom chord live-ioad-Twooflcun-ent with any other live loads. 6) ' This truss -has been designediora-irve�load-of-20:Opsf on the-bottomr chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will -fit -between the bottom -chord -and any other members: 7) Provide mechanical connection (by others) of truss to bearing -plate capable of withstanding 100 lb uplift at joint(s) 1, 3. January 8,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with M7ek® 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 applicablllty'of design parameters and propery 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 ANSUM11 Quality Criteda, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suile 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply 7322397E100 2555522-GEM-BLANFORD V2 VALLEY 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 8 14:50:51 2021 Page 1 I D: C69zrBAlafggnCg W 9U732TzyL4E-G IKB I_bvkZQ IpWvET9clNBAvsm u3bKU kC4t9wIzx0?I i 7-6-8 16-5-8 24-0-0 7-6-8 B-11-0 7-6-8 Scale = 1:39.1 445 = 1516 4x6 = 17 18 5 19 3x4 i 13 12 11 10 9 —8= 3x4 3x6 = LOADING (psi} -S?A"CI6QCr -20-0 C51 DEFL. in (ioc)—Udefl -bd- PLATES GRIP TCLL 20.0 PlateGrip-DOL125 TC 0.29- vY(LQ- —n/a- - n/a- -999 h9T20 244/190 TCDL 15.0 Lumber DOL 1.25- BC 0.13 Vert(CT)- We - n/a 999 BCLL 0.0 Rep -Stress Incr YES VvB 0.10 -Horz(CT) 0.00 i We n/a BCDL 10.0 Code FBC20201rP12014 Matrix-SH Weight: 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4-SP-No;2- TOP -CHORD Structural -wood sheathing directly applied or 6-0-0 oc purlins. -BOT CHORD 2x4 Sr No-.2 BOT CHORD Rigid ceiling direGiy-applied or 10-0-0-oc-bracing. OTHERS 2x4 SP-No:3- REA"_ GNS.- All -bearings 24-0-0. (1b) - Max -Horn 1=151(LC 10)- Max Uplift All upliftlAO--Ib-or less -at joint(s) 1, 7, 12, 9 excepY11=179(LC 9), 13=194(LC 12), 8=194(LC 12) Max Grav All reactions 250lb or less at joints) 1, 7 except-11--451(LC 22),12=324(LC -17), 13=417(LC 17). -9=3-1_-,LC 1), 8=417(LC 18) FORCES. (lb) -Max. Comp:?.Aax. Ten--All-forces 250 (!b)-or ass axcept when shown. WEBS 4-11=361/291, 2-13=326/287, 6-8=326/287 _IKUMS- 1)-Unbalanced-roof live loads have been considered for -this -design. 2) Wind: ASCE 7-16;'Juit=afl3N.ph-,43-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL-5.Opsf hh=15ft-B=-"5ft L=6Dft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 7-6-8. Exterior(2R) 7-6-8 to .16J)=5,.Interior(1) 1&0-5 to 16-5-8, Exterior(2E) 16-5-8 to 23-4-7_zone�cantilever left.and right exposed ;C-C for -members and forces IS MWFRS-+.or-reedionsshowr-.;-LumberDml ='1_=_Tan p ate -grip DOL=itiO- 3) Building Designer/ -Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to theime of this truss component. 4) Provide adequate drainage -to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to -bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 12, 9 except (jt=lb) 11=179, 13=194, 8=194. January 8,2021 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MIrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, notWF 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 Mel( 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 ANSVTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylatormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22 397401 25555221GEM 9LANFORD V3 VALLEY 1 1 Job Reference (optional) tsullaers rlrsuOource Iron rlerce), MR rreroS, rU - s4y40, 0.43U s Nov 3u luzu MI I eK InaustrleS, Inc. rr1 Jan 6 14:0U:oz zuz1 rage ID:C69zr8AlafggnCgW9U732TzyL4E-kxZ KbXVtZ9RgUQOs7XwOj34AD2KnrtQkcjSBzxO?H 4-11-0 Scale = 1:32.4 4x6-= 4x6 = 3 4 -9 d 3x4 i 11 10 9 8 7 3x4 Q 2x4 11 2x4 11 3x6 = 2x4 11 2x4 11 0-f1-8 7-6-0 1 14-11-0 7-6s LOADING (pso SPACING- 2=0-0 CS]. DEFL. -In—(loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL- 1.25 TC 0.34 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21- Vert(CT) n/a n/a 999 BCLL -0:G ' Rep Stress incr YES WB 0.09 Horz(CT) 0.00 6 n/a n/a BCDL- 10.0 Code. FBC2020rrP12014 Matrix-SH Weight: 74 lb FT = 20% -LUMBER- BRACING- T02 CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied -or 6-0-0 oc purlins. -BOT-CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. -WEBS 2x4 SP No.3 -OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-11-0. (lb) - Max Horz 1=151(1 C 10) - Max Uplift All uplift 10D lb or less atjoiht(s) 1, 6,18 except 11=1fi%L-C 12). 7=189(LC 12), 10=-10i(CC 9) Max Grav All reactions 250 lb or less atjoint(s) 1, 6 except 1?=405(LC 17), 7=405(LC 18),-10=371(LC 17). 8=366(LC 22) FORCES (lb)—Max-E TT,7l Tin. -All forces 250 (lb) or less except when shown. WEBS- 2-1 1 317/31-1, &7-397/311, 3-10=289/207, 4-8=284/205 NOTES- 1) Unbalanced -roof -live -loads -have been considered for this design. 2) Wind: ASCE 7-16; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=6Dft; eave=7ft; Cat. II;_Exp C; Encl., GCpi=0.18; MAORS-(directional) and C-C Exteriog2E) 0-7--9-tc.&7.-9rintedor(1)-6-7-9 to 7-6-8, Exterior(2E) 7-6-B to' -19=4-7 zone; cantilever left and right exposed ;C-C_for members and forces & MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) Building Designer / Project -engineer responsible- for -verifying applied roof live load- shown-ocnsersrin-loading requirements -specific to then-ge-of lrs-tnlss-cemponent. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. -6) This truss has been designed for a 10.0 psf-bottom-chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical -connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 8 except (jt=lb) 11=189, 7=189, 10=101. January 8,2021 ® WARNING - Vedfy deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 Me[( 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 ANSM11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Sefelyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type aty Ply � 'P2°1397802 2555522-GEM-BLANFORD V4 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort -Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 844:50:53 2021 Page 1 ID: C69zr8AlafggnCgW9U732TzyL4E-C7Rxjgc9GAh02g3daafmTcGGNaat3EYDfOMG_dzxO?G 7-6-8 B-5.8 16-0-0 7-6-8 0-11-0 7.6.8 3x6 = 2x4 II 3x6 = 3 4 5 3x4 10 9 8 3x4 2x4 11 2x4 11 2x4 11 Scale = 1:27.8 16-0-0 Plate Offsets (X Y)- [3:0-3-0 0-2-0] [5:0-3-0 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. -DEFL. in (loc) Vdefl Lid PLATES-- GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 MT20 244/190- TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 57lb FT = 20%- LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structucahwood sheathing directly applied or 6-0-0 oc-purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly -applied or-10-0=0=-bracing. OTHERS 2x4 SP No.3 -REACT4ON--All bearings 16-0.0. (lb) - Max Horz 1=170(LC 10). Max Uplift All uplift 100 lb or less at joints) 1, 7,9 except lD-233(LC-12), 8=233(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except-9=301(LC 1), 10=453(LC 17), B=_452(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 34=115/260, 4-5=115/260 WEBS 2-10=358/428, 6-8--357/428 NOTES- 1) Unbalanced roofiive loads have been considered for this design. 2) Wind: ASCE 7-16; Vuk=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 7-6Z Extedor(2E)_7-6-B to 15-4-7 zone; cantilever left and right -exposed ;C-C for members and forces & MWFRS for reactions -shown; Lumber DOL=1.60-plate grip DOL=1ti(Y 3) Building -Designer / Project engineer responsible for verifying applied roof -live load shown covers rain loading requirements specific to -the use of this truss component- 4) Provide adequate drainage to prevent water ponding. --5) Gable requires continuous bottom chord bearing. -6) This truss has been designed for -a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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) 1, 7, 9 except (jt=1b) 10=233, 8=233. January 8,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with Mrrek® 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Cnteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sdetylydormaffon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type pty Ply 2555522EGEM BLAN'FORD V5 VALLEY 2 1 T22397403 Job Reference (optional) Builders-FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Jan 814:50:54 2021 Page 1 ID:C69zr8AlafggnCgW9U732TzyL4E-gK?JwOdn1UptgzepBHA??poMxzmGohyAu25pX4zxO?F 6-0-0 12-M 6-0-0 6-0-0 Scale = 1:22.5 4x6 - 3x6 2x4 I11 3x6 LOADING-1,ps9- --SPACING— 2-0-0 CS1- TCLL 20:0 Pate Grip DOL 1.25 0:51 TCDL 15.0 Lumber DOL 1.25_ BC -0.74 BCLL 0.0 Rep Stress Incr - YES WB 0.12 BCDL 10.0- Code FBC20201TP12014 Matrix-SH LUMBER - TOP -CHORD 2x4 SP No2 BOT CHORD 2x4-SP No.3 OTHERS- 2z4 SP No.3 -REA-CTtCKS. -(size) 1=11-11-0, 3=11-11-0, 4=11-11-0 Max-Horz A=A 17(LC-1D)- -Max Uplift 1=96(LC 12), 3=96(LC12), 4=169(LC 12). Max -Gray 1=222(LC 17),3=239(LC1I8), 4=532(LC 1)- FORCES. (lb) -Max., Comp./Max. Ten. - AII%rces250 (lb) orle Is except when shown. WEBS- 2-4=346/394 .g d DEFL. in (loc) Vdefi L/d PLATES- -G%1P- Ver:(L-L-) n/a n/a- 999 MT20 244/190 Vert(CT) n/a n/a 999- Horz(CT) 0.00 3 n/a n/a Weight: 39-lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD- Rigid ceiling -directly applied or 10.0-0 oc bracing. NOTES- 1) Unbalanced roof live loads -have -been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph-(3-second gust) Vasd=124mph; TCDL=SrCpsf; BCDL=5.Opsf; h=45ft,- B--45ft,- L- BDft, eave=7ft; Cat. 411;=13cprEracl., GCpi=0.18; MWFRS (directional) and C G=Ewerior(2E) zene cr^tilever left -and -right exposed ;C C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 -3) Building Designer / Project engineer responsible for verifying applied roof live load shows -covers rain loading requirements specific- -to -the use-0f-this-trussrompooent- 4) Gable requires continuous bottom chord bearing. 5) This truss has been-designedol=s�-', C-OVsf=bc tom chord live load nonconcurrent-wfth any otherJive loads- 6) ' This truss has-been designed for a live load of 20.Opsf on the a#o.m chord-inalzreas 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-190-ib-upiiff-at-joint(s) 1, 3 except (jt=lb) 4=169. January 8,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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 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 ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 691W Parke East Blvd. SallWinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply �- 1:ft397404 2555522-GEM-BLANFORD V6 VALLEY 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, i 3x4 i 2x4 II BA30 s Nov 30 2020 MTek Industries, Inc. Fri Jan B 14:50:55 2021 Page 1 ID:C69zr8AlafggnCgMU732TzyL4E-BWZiBMeQooxkl7D?i?hEY1 Lb?NCxXBeJ7irN3WzxO?E 4x6 = 3x4 Scale = 1:15.3 — 8 —800 0 7-11.8 LOADING (psf) SPACING- -2-0-0 CSL- DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) rile n/a 999 -MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a BCD iD 0 Code FBC2020lrP12014 Matrix-SH Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. -SOT CHORD- 2x4 SP No.3 BOT CHORD Rigid_ceiling-difectlyapplied or 1D-0-0 oc-bracing: OTHERS 2x4 SP No.3 —REACTIONS. (size) 1=7-11-0, 3=7-11-0, 4=7-11-0 Max Horz 1=73(tC 11) Max.Uplift 1=60(LC 12), 3=60(LC 12), 4=106(LC 12) Max Grav 1-139(LC 17). 3=150(LC 1_B), A=334(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) r,r IP ot_uhenshawn: WEBS 2-4=2171300- NOTES- 1) Unbalanced roof live loads have been considered for this desigr+. -2)-Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. -II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left -and right exposed ;C-C for -members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building-Designer/-P-rojed-engineer-responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gablr, requires continuous bottom -chord bearing. 5) This truss has been designed-forai0:0-psf-bottom chord live load nonconcurrent with any other live loads. 6) 1-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 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=106. January 8,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Deslgn-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 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 iuiiTek' 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 ANSUTPIf Quality Criteda, DSBA9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIEryTATION 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. 0'11 e. For 4 x 2 orientation, locate plates 0- ' id' 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 perpendic tar to slots. Second dimension is the length parallel to slots. LATERAL BRACING L,.00ATNON -Indicated-by symbol -shown aqd/or -- by text in the bracing $ection of the output;i Use T or I bracing if indic"ited. BEARING Indicates Iodation where bearings (supports) occur. Icons vary' but reaction section indicates joint Humber where bearings Occur. Min size shown is for crushing oniy. Industry Standards: ANSI/TPI1: National Design Specifrotion for �etal Plate Connected Wood TrUss Constructich. DSB-89: Design Standard for Bro3 ing. BCSI: Building Comp nent $Jfety n((omiation, Guide to Good %gticd f6r �ajldling, & Bracind of p 6-4-8 dimensions shown 16 ft-inasixteenths (Drawings not to scale) `a BOTTOM CHORDS 8 7 3 6 5 U a O SdINTS ARE GENERALLY NUMBERED/LETTERED ED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOIN- 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 I ER-3907, ESR-2362, ESR-1397, ESR-3292 Trusses are designed for wind -loads -in the plane of the truss 'unless otherwise shown. Lumbt:r design �alues are in accordapce with ANSI/TPI 1 sectio(pt 6.3 These truss designs rely on lumuer Values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 511 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonalI. I or X-bracing, Is always required. See BCS 2. Tru§s bracing must be designed by an engineer. For wida truss spacing, individual lateral braces themselves may require bracing, or altemative 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. S. 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 ANSlrrPI 1. !. Design ass mes trusses will be suitably protected from the' environment in accord with ANSlrrPI 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 responsibiliy of Wes fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 1 1 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 1 13. Top chords must sheathed or pudins provided at spacing indicated on design. 14. Pottom chords require lateral bracing at 10 ft. spacing, pr less, if no ceiling Is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do nyt cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 19. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project ngineerbefore use. 19. Review all portions of this degign (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Desigh �ssumes manufacture in accordance with ANSI1rPI 1 Quality Criteria. 21.The design does not take Into account any dynamic or other loads other than those expressly stated.