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HomeMy WebLinkAboutTrussARROW ON THE TRUSS REPRESENTS ITS LEFT END C C C C C C I Hatch Legend CONY. FRAMING BY BLDR. 1st. LEVEL PT. HT. 3rd. LEVEL PT. HT. -7r, An flIn (A) — B.O.L.: EVEN WITH 1 st. LEVEL ROOF TRUSSES. R�CFXVC,�, 6 z021 Bi. ulildemrs, ir;sdce Builders FirstSource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone: (813) 759-5922 Fax: (813) 752-1532 http:/,/www.bldr.com General Notes: - Per ANSI/TPI 1-2007 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Dimensions are Feet -Inches- Sixteenths. - Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) - Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. - Use 10d x 1 1/2" Nails in hanger connections to single ply roof girder trusses, Floor Truss Notes; - Shift truss as required to avoid plumbing traps, - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions Roof: TCLL: 20 PSF TCDL: 16 PSF BCDL: 10 PSI r'- loor: TCLL: `,4/,A TCDL: NIA BCDL: N/A Wind: Velocity: 180 MPH Exp. Cat.: D Occup. Cat.: 11 Roof pitch: 7/12 Cantilever: 24" COASTAL CONSTRUCTION AND DESIGN. 2332188. WATERSONI& Elevation: N/A. Options- N/A. Designed by:CM Layout: 2332188 WATERSONG—LAY Date: 05/08/20 Revision History: Revl: Rev2: mments: SCALE: N.T.S. I SHEET NOT FOR SCALE I i of i P"A1 ,��2/oz - 0 41N� RECEIVED Lumber design values are in accordance with ANSI/TPI 1 section 6.3 _ APR 16 1011 These truss designs rely on lumber values established by others. Rarmitti•ng Dzpartment St. Lucia Courrty RE: 2332188_WATERSONG - Coastal Construction_2332188 WATERSONG MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: COASTAL CONSTRUCTION AND DESIGN Project Name: - ModeITT 2%93WX1��?ZkNGW >. Lot/Block: 37 Subdivision: - 1.Address: 4824 WATERSONG WAY, - Z Z City: FORT PIERCE State: FL O Q Name Address and License # of Structural Engineer of Record, If there is one, for the building. LL J Q Name: License #: W A. V Address: City: State: 3: 2 W 0 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special V = Loading Conditions): > UJ J Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 LU LU 0 Wind Code: ASCE 7-10 Wind Speed: 180 mph 0 Roof Load: 46.0 psf Floor Load: N/A psf 0 C0 This package includes 28 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 T20172501 A 5/8/20 23 T20172523 ER 5/8/20 - 2 T20172502 Al 5/8/20 24 T20172524 ERA 5/8/20 3 T20172503 AH7 5/8/20 25 T20172525 HJ 5/8/20 4 T20172504 AH7A 5/8/20 26 T20172526 HJ7 5/8/20 5 T20172505 AH9 5/8/20 27 T20172527 MGR 5/8/20 6 T20172506 AH9A 5/8/20 28 T20172528 VT 5/8/20 7 T20172507 AM 1 5/8/20 8 T20172508 AH11A 5/8/20 9 T20172509 AH13 5/8/20 10 T20172510 AH15 5/8/20 11 T20172511 AH 15A 5/8/20 12 T20172512 B 5/8/20 13 T20172513 B1 5/8/20 14 T20172514 BH7 5/8/20 15 T20172515 BH9 5/8/20 16 T20172516 BH11 5/8/20 17 T20172517 CA 5/8/20 18 T20172518 CJ3 5/8/20 19 T20172519 CJ3A 5/8/20 20 T20172520 CJ5 5/8/20 21 T20172521 CJ5A 5/8/20 22 ' T20172522 EJ 5/8/20 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters �.•' provided by Builders FirstSource : Plant City. ,e`e �G ESN & Truss Design Engineer's Name: Velez, Joaquin 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 �U that the engineer named is licensed in the jurisdiction(s) identified and that the designs ANSI/TPI 1. These designs are based upon O io*-T (� P comply with parameters O ��voo ' ✓� R , shown (e.g., loads, supports, dimensions, shapes and design codes), which were S ,� 0,- s!' s given to MiTek or TRENCO. An project specific information included is for MiTek's or �OiI N Aa RENCO's customers file reference purpose only, and was not taken into account in the O ii 0 preparation of these designs. MiTek or TRENCO has not independently verified the Joaqll uin 1(elez PE No:6$'3 applicability of the design parameters or the designs for any particular building. Before use, M663d: 11SA„lnc:.FLC rt the building designer should verify applicability of design parameters and properly 1.ek 69D4 PAe 6st•8Ivd.T0pa Fl. 93610 incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. date:: May 8,2020 Velez, Joaquin 1 of 1 CA cc Job Truss Truss Type city Ply Coastal Conswction_2332188 WATERSONG •T20172501 2332188_WATERSONG A Roof Special 6 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:47 2020 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS9N-n93Mb3hEhrNl Ug98c4opJg1 DSzogAkOgrpOwyJzIaQ6 2.4•D 48.0 11-2.0 16.0.0 17-8.0 23.6.0 29-8-0 32-0-0 2-0 6-6.0 a-10-o 1.8.0 5.10-o s-z-0 5x6 = 1.5x8 STP = 3x8 = 1' 1.5x8 STP = 3x8 II 5x8 = 5xl2 7xl0 = Scale: 3/16'=l' LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.56 BC 0.68 WB 0.67 Matrix-SH DEFL. Vert(LL) Vert(CT)' Horz(CT) in (lac) I/deft Lid 0.20 13 >999 240 -0.22 14-15 >999 180 0.16 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 256 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling direct(y applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 5-7-0 oc bracing: 16-18 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 5-14, 6-14, 8-11 REACTIONS. (size) 19=0-8-0, 11=0-8-0 Max Harz 19=-648(LC 10) Max Uplift 19=1764(LC 12), 11=-1593(LC 12) Max Grav 19=1487(LC 1), 1 1=1479(LC 1) FORCES. pb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-307/130, 2-3=171911057, 3-5=2782/1818, 5-6=-2044/1474, 6-7=264311951, 7-8=-2373/1651, 8-9=-562/394, 9-10=31210 BOT CHORD 1-19=125/329, 18-19=595/636, 16-18=973/753, 3-16=-943/788, 15-16=-1299/2231, 14-15=-103911908, 12-14=-367/545, 7-14=570/552, 11-12=106311753 WEBS 2-19=2368/1613. 2-18=-118111739, 3-15=581/486, 5-15=66/358, 5-14=-1272/917, 6-14=1433/1972, B-12=-568/569, 8-11=2103/1477, 9-11=-934/889 NOTES- (7) �►4111111111 1) Unbalanced roof live loads have been considered for this design. �i,,�a"GIN VE e�j�� 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; 8=45ft; L=60ft; eave=7ft; Cat. es Op. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 16-0-0, Extedor(2) 16-0-0 to ,�� E•N 22-0-0, Interior(1) 22-0-0 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and V, F forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. No 6,8182' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) : 5 •' O F �"v 19=1764, 11=1593. e.a0 jEJ'o� 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any ie�T •. ��,�� particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ids '+ .� 1., C? �0%. Joaquin Yelei PE No.68182 MiTek USA„ aInc:.FL Cart 6634. I Park®,fq4 Blvd. Tartipa FL 33610 Dte May 8,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. f0/032015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verilythe applicability of design parameters and property Incorporate this design Intothe overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOT®k" 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 ANSI?P/I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job ^ ' Truss Truss Type Qty Ply Coastal Construction 2332188 WATERSONG •• T20172502 2332188 WATERSONG Al ROOF TRUSS 12 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1f.2411 s mar a zuzu mi I eK industries, Inc. rn may a 11:14:415 zu2u rage 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-FLGpOisS9V95 kKAnJ2s2aHYN5Cv9r 4SmTVIzlaQ5 2-4,0 11.10-4 10.40 20.1.12 29.8-0 32.0.0 2.4.0 94 4 4-1-12 41.12 M-4 5x6 = 0 I� 1.5x8 STP = 4x6 = 46 = 4x6 _ 1.5x8 STP = 3x8 11 3x8 I I r 2-0-0 2yt-0 11-10-4 20.1-12 29-8-0 30Ar032-0-0 Scale: 3/16"=1' Plate Offsets (X,Y)— [2:0-4-0,0-4-0][4:0-4-0,0-3-8],[6:0-4-0,0-3-8],[8:0-4-0,0-4-0],[10:0-4-12,0-1-B],[14:0-4-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.55 13-14 >594 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.60 13-14 >548 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.83 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 228 lb FT = 20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 14=0-8-0, 10=0-8.0 Max Horz 14=648(LC 11) Max Uplift 14=1653(LC 12), 10=-1479(LC 12) Max Grav 14=1601(LC 17), 10=1601(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-5-13 oc,bracing. JOINTS 1 Brace at Jt(s): 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2---684/310, 24=-2604/1414, 4-5=-643/318, 5.6=-643/318, 6-8=-2604/1415, 8-9=-708/323 BOT CHORD 1-14=365/698, 13-14=872/1346, 11-13=716/1758, 10-11=-424/722, 9-10=4241722 WEBS 2-14=-2406/1708; 2-13=-469/1690, 4-13=18/306, 4-15=-217211508, 6-15=-2172/1508, 5-15=-241/346, 6-11=16/305, 8-11=-46911710, 8-10=-2406/1702 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat, II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 16-0-0, Extedor(2) 16-0-0 to 22-0-0, Interior(1) 22-0-0 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 150.01b AC unit load placed on the top chord, 16-0.0 from left end, supported at two points, 5-0-0 apart. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noneoncurrent 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 = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Gt=lb) 14=1653,10=1479. 8) Load ease(s)1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 haslhave been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=72, 5.9=-72, 1-13=-20, 11-13=-30, 9-11=20 I. `1111111l1/�, ` No. 68182 •� d 0 i� S OF Ao rn .O its R � w A .Joaquln.Velez PE No.66182 Mffek USA„Inc..FL tort 669, .6964 Pa(1ie;fast Blvd. Tampa FL 33610 Date: May 8,2020 Continued on Dacia 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERENCE PAGE 11,2I1.7473 rev. 1010312015 BEFORE USE Design valid for use only with. MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorpo}ate 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 MIT®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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety INomradon available from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply Coastal Construction_2332188 WATERSONG T20172502 2332188_WATERSONG Al ROOF TRUSS 12 1 Job Reference (optional) Builders First Source, Plant Gily, FL - 32566, 8240 a Mar U zuzu MI feK industries, Inc. Fn May 8 11:14:48 2020 Page 4 ID:JtHSm VepG13htwsRWAELZzvS?N-FLcip01sS9V95_kKAnJ2s2aHYN5Cvgr 4SmTVlzla05 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 17=75 18=-75 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-62, 5-9=-62, 1-13=-20, 11-13=-60, 9-11=-20 Concentrated Loads (lb) Vert: 17=-75 18=75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-32, 5-9=32, 1-13=-40, 11-13=-50, 9-11=40 Concentrated Loads (lb) Vert: 17=-75 18=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=111, 3-5=91, 5-19=111, 9-19=91, 1-14=117, 13-14=6, 11-13=-16, 10-11=6, 9-10=117 Horz: 1-3=119, 3-5=-99, 5-19=119, 9-19=99 Concentrated Loads (lb) Vert: 17=-75 18=-75 5) Dead + 0.6 C-C Wind (Pos. Intemal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=91, 5-16=111, 5-7=91, 7-9=111, 1-14=117, 13-14=6, 11-13=-16, 10-11=-6, 9-10=117 Horz: 1-16=-99, 5-16=-119, 5-7=99, 7-9=119 Concentrated Loads (lb) Vert: 17=-75 18=75 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-131, 5-9=-131, 1-14=0, 13-14=-20, 11-13=-30, 10-11=20, 9-10=0 Horz: 1-5=99, 5-9=-99 Concentrated Loads (lb) Vert: 17=75 18=75 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=131, 5-9=-131, 1-14=0, 13-14=-20, 11-13=30, 10-11=20, 9-10=0 Horz: 1-5=99, 5-9=99 Concentrated Loads (lb) Vert: 17=75 18=-75 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=28, 5-9=61, 1-14=63, 13.14=6, 11-13=-16, 9-11=-6 Horz: 1-5=37, 5-9=70 Concentrated Loads (lb) Vert: 17=-75 18=-75 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=61, 5-9=28, 1-13=-6, 11-13=-16, 10-11=6, 9-10=63 Horz: 1-5=-70, 5-9=37 Concentrated Loads (lb) Vert: 17=75 18=75 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-68, 5-9=1, 1-14=49, 13-14=-20, 11-13=-30, 9-11=-20 Horz: 1-5=36, 5-9=33 Concentrated Loads (lb) Vert: 17=-75 18=-75 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-5=1, 5-9=-68, 1-13=20, 11-13=-30, 10-11=-20, 9-10=49 Horz: 1-5=-33, 5-9=-36 Concentrated Loads (lb) Vert: 17=-75 18=-75 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1 st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-5=106, 5-9=106, 1-14=63, 13-14=-6, 11-13=16, 9-11=-6 Horz: 1-5=115, 5-9=115 Concentrated Loads (lb) Vert: 17=-75 18=-75 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=62, 5-9=62, 1-13=-6, 11-13=-16, 10-11=-6,.9-10=63 Horz: 1-5=-71, 5-9=71 Concentrated Loads (lb) Vert: 17=75 18=-75 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 ontinued on a e 3 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE MI1-7479 rev. 10103aOf5 BEFORE USE Design valid for use only with MiTek®cbnnectors. This design is based only upon parameters shown, and is for an individual building component, not �' at russ 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 WOW ' 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 ANS11TP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Selo Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 38610 Job Truss Truss Type City Ply Coastal Construction_2332188 WATERSONG T20172502 2332188 WATERSONG Al ROOF TRUSS 12 1 Job Reference (optional Builders First Source, Plant City, FL - 32566. t5.241.) s mar a zuzu mi I eK inaustnes, Inc. rn may t1.T 1:w4a LULU rage a ID:JtHSm_VepGl3hWsRWAELZzvS?N-FLGpOisS9V95_kKAnJ2s2aHYN5Cv9r 4SmTVIzlaO5 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-35, 5-9=35, 1-14=49, 13-14=-20, 11-13=-30, 9-11=-20 Horz: 1-5=3, 5-9=3 Concentrated Loads (lb) Vert: 17=-7518=-75 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-35, 5-9=35, 1-13=-20, 11-13=-30, 10-11=-20, 9-10=49 Horz: 1-5=3, 5-9=-3 Concentrated Loads (lb) Vert: 17=75 18=-75 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-32, 5-9=-32, 1-13=20, 11-13=70, 9-11=-20 Concentrated Loads (lb) Vert: 17=75 18=-75 17) Dead + 0.'75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-89, 5-9=-37, 1-14=32, 13-14=20, 11-13=-60, 9-11=-20 Horz: 1-5=27, 5.9=25 Concentrated Loads (lb) Vert: 17=75 18=-75 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-37, 5-9=89, 1-13=-20, 11-13=-60, 10-11=-20, 9-10=32 Harz: 1-5=25, 5-9=-27 Concentrated Loads (lb) Vert: 17=-75 18=-75 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-64, 5-9=64, 1-14=32, 13-14=-20, 11-13=-60, 9-11=-20 Horz: 1-5=2, 5-9=-2 Concentrated Loads (lb) Vert: 17=75 18=-75 20) Dead + 0.75 Roof Live (bat.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-64, 5-9=-64, 1-13=-20, 11-13=-60, 10-11=-20, 9-10=32 Harz: 1-5=2, 5-9=-2 Concentrated Loads (lb) Vert: 17=-75 18=-75 21) 1st Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-72, 5.9=-32, 1-13=20, 11-13=-30, 9-11=-20 Concentrated Loads (lb) Vert: 17=-7518=-75 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=-32, 5-9=-72, 1-13=-20, 11-13=30, 9-11=-20 Concentrated Loads (lb) Vert: 17=-7518=-75 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-62, 5-9=32, 1-13=20, 11-13=60, 9-11=20 Concentrated Loads (lb) Vert: 17=-75 18=-75 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Unifonn Loads (plf) Vert: 1-5=-32, 5-9=62, 1-13=20, 11-13=-60, 9-11=-20 Concentrated Loads (lb) Vert: 17=-75 18=-75, ®WARNING - vedty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a buss 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 IV Ir► A IT�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 ANSNTPII Quality Criteria, DSB49 and BCSI Building Component, 6904 Parke Fast Blvd. Saretylydormadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2332188 WATERSONG T20172503 2332188_WATERSONG AH7 Hip Girder 1 Job Reference (optional) tfumaers rlrst source, mans L1ry, I-L - Ubob, 6.Z4U s Mar a ZUZU MI I etc Inaustnes, Inc. t-n May tt 11:14:btr ZUZU Page 1 ID:JtHSm VepGl3hiwsRWAELZzvS7N-zGDXvpp75EIkIXVFIuUOG9_7APfPF19SNOB7gAzIePx 2 4-0 7-0-0 16.0-0 25-0-0 i 9-0-0 9-0-0 4-8-0 29 8-0 1 32N -0-0 2 4-0 4 8-0 Special Special 3x8 I I Sx8 = _ Special Special Special Special Special 5x6 Special' Special Special Special _ -r nn Fig— 3 16 17 18 1920 4 5 21 22 23 24 6 -�- — 15 14 -- -- -- 1.5x8 STP = 46 = 4x8 — 3x6 II THJA26 NAILED NAILED - -- 12 -- NAILED 1.5x8 STP = 6x8 = NAILED NAILED 10 NAILED NAILED 46 = 4x6 = NAILED THJA26 9 1.5x8 STP = 3x6 11 Scale = 1:54.5 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.91 BC 0.22 WB 0.45 Matrix-SH DEFL. in (loc) I/defl I L/d Vert(LL) 0.04 12-14 >999 240 Vert(CT) 0.04 12-14 >999 180 Horz(CT) -0.02 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 434 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 15=0-8-0, 12=0-8-0, 9=0-8-0 Max Horz 15=287(LC 6) Max Uplift 15=-2223(LC 8), 12=-4300(LC 8), 9=2047(LC 8) Max Grav 15=1274(LC 39), 12=2638(LC 36), 9=1272(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1438/1981, 3-4=-242/475, 4-6=-242/475, 6-7=-1455/2011 BOT CHORD 14-15=373/293, 12-14=1613/1414, 10-12=1528/1250 WEBS 2-15=1319/1839, 2-14=-1668/1348, 3-14=363/228, 3-12=-1187/1553, 4-12=-1643/2680, 6-12=-1154/1583, 6-10=-362/224, 7-10=1659/1337, 7-9=1325/1753 NOTES- (14) 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 15=2223,12=4300,9=2047. 9) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 7-0-6 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 24-11-10 from the left end to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"4.25') toe -nails per NDS guidlines. I� ,�416C1�'i9/�e -,,0 p,Qv I N NQ 'g8y.$2 sue•: •Iz S Of 4/ r�T�• itO May 8,2020 ;ontinued on pa e 2 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. f0/03/2015 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not _ a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing : MITek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ' . ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylydormadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2332188 WATERSONG T20172503 2332188_WATERSONG AH7 Hip Girder 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 5.240 S mar 9 2UZU Mil eK Inausttles, Inc. Fit May 8 11:14:bt% ZUZU rage z I D:JtHSm_VepG l3hfwsR WAEIZzvS?N-zGDXvpp75EI kIXVFIuUOG9_?APfP F19SNOB?gAzl aPx NOTES- (14) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 870 lb down and 1116 lb up at 7-0-0, 330 lb down and 425 lb up at 9-0-12, 330 Ib down and 425 Ib up at 11-0-12, 330 Ib down and 425 Ib up at 13-0-12, 330 Ib down and 425 Ib up at 15-0-12, 330 Ib down and 425 Ib up at 16-11-4, 330 lb down and 425 lb up at 18-11-4, 330 lb down and 425 lb up at 20-11-4, and 330 lb down and 425 lb up at 22-11-4, and 870 lb down and 1116 lb up at 25-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-72, 3-6=72, 6-8=-72, 1-8=-20 Concentrated Loads (lb) Vert: 3=-224(F) 5=-111(F) 6=-224(F) 14=150(F) 10=150(F) 16=111(F) 17=-111(F) 18=-111(F) 20=-111(F) 22=-111(F) 23=111(F) 24=111(F) ®WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 1010312015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall riiA�� a�Y� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord membersonly., Additional temporary and permanent bracing Iy,i lek• 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 BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2332188 WATERSONG T20172504 2332188—WATERSONG AH7A Roof Special Girder 1 ry L, Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:59 2020 Page 1 ID:JtHSm_VepGl3hfwsRWAEL71vS?N-RTnv69glsXtbwg4RJb?doMXEyopW AQbogwYMczlaPw z-a o 12-0-0 17-0-0 26-0-0 TAU o az-ao z a o 9-8-0 s ao a ao a•s•o 2-a-0 5x6 = 1.5x8 STP = 5x8 = 4x6 = LUS26 5x8 = 1.5x8 STP = 3x6 II NAILED THJA26 3x8 II 2.0.0 2-A-0 12-0.0 , 25.0.0 29-8.0 30rOr0 32-0.0 2.0.0 0-4• 9-&0 13.0.0 4-8-0 0-4- 2.0.0 Scale=1:59.2 Plate Offsets (X,Y)— [1:0-2-8,0-1-2],[8:0-4-12,0-1-8],[12:0-4-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.52 9-11 >634 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.45 9-11 >732 180 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT) -0.03 8 n/a rile BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 442 lb FT = 20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=487(LC 7) Max Uplift 12=2322(1_C 8), 8=3423(1_13 8) Max Grav 12=1787(LC 36), 8=2804(LC 38) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-7-7 cc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2---485/331, 2-3=-2156/2510, 3-4=-2120/2619, 4-5=-3131/3957, 5-6=-3636/4387, 6-7=366/369 BOT CHORD 1- 1 2=469/535, 11-12=-575/980, 9-11=-3841/3411, 8-9=-229/299, 7-8=-229/299 WEBS 2-12=1889/2541, 2-11=1367/1694, 3-11=1819/1577, 4-11=2191/2878, 4-9=-1472/1806, 5-9=-578/801, 6-9=-3837/3414, 6-8=3228/3907 NOTES- (14) 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 Do. 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=soft; eave=7ft; Cat, II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord 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) except 0=1b) 12=2322,8=3423. 9) Use Simpson Strong -Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent at 22-0-12 from the left end to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong -Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 24-11-10 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. ��011llll'1/��a� No 6.81 "82: `S OF do ; w` ON 11,�1.,11.1 Joaquin elei PE.No,68182 MiTek WkInc..FL Celt 6634. -6904 Pa. 1ie:EastBivd. Tampa FL 33610 May 8,2020 Continued on oaae 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �• a truss system. Before use, the building Uasigner 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 Mffek' ' 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 ANS11TPI1 quality Criteria, DS9-89 and BCSI Building Component 6904 Parke East Blvd. SaTorylydormatton available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. - Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2332188 WATERSONG T20172504 2332188_WATERSONG AH7A Roof Special Girder 1 A L Job Reference (optional) Builders First Source, Plant City, FL - 32566. U 24u s Mar u "LULU MI I ex mausines, Inc. rn May a 11:14:Da Lulu rage L ID:JtHSrrVepGl3hfwsRWAEL7ivS?N-RTnv6gglsXtbwg4RJb?doMXEyopW AQbcgwYMczlaPw NOTES- (14) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 309 lb down and 398 lb up at 22-11-4, and 870 lb down and 1116 lb up at 25-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-72, 3-4=-72, 4-5=-72, 5-7=72, 1-7=-20 Concentrated Loads (lb) Vert: 5=-224(B) 9=150(8) 14=93(B) 15=898(8) 16=35(121) ®WARNING - Verrty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ie11.7413 rev. 10/09R015 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 verity 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 ANSUTPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SatW information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction 2332188 WATERSONG T20172505 2332188_WATERSONG AH9 Hip 1 1 Job Referencea tional Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:01 2020 Page 1 I D:JtHSm_VepGl3hfwsRWAELZzvS?N-Nrv0trs009719_EgQO25tnccacfsS72u3_PfRVzlaPu 2-0-0 9-M 16-0-0 23-0-0 29-8-0 32-0-0 2Z 6.8-0 7-0-0 7-0-0 6-8-0 2.4-0 5x8 = 14 13 •- 1.5x8 STP = 4x6 3x6 11 4x6 LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITPI2014 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 20 SP No.3 3x6 II 17 4 18 11 1.5x8 STP = 7x10 = 5x8 = 4)(6 = 4x6 = 1.5x8 STP = 3x6 II Scale=1:53.7 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TC 0.52 Vert(LL) 0.0613-14 >999 240 MT20 244/190 BC 0.36 Vert(CT) 0.0513-14 >999 180 WB 0.44 Horz(CT) -0.01 8 n/a n/a Matrix-SH Weight: 226 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. WEBS 1 Row at midpt 3-11, 5-11 REACTIONS. (size) 14=0-8-0, 11=0-8-0, 8=0-8-0 Max Horz 14=-368(LC 10) Max Uplift 14=1500(LC 12), 11=-2415(LC 12), 8=-1326(LC 12) Max Grav 14=808(LC 21). 11=1334(LC 1), 8=808(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-611/1196, 34=-203/252, 4-5=-203/252, 5-6=-611/1193 BOT CHORD 13-14= 489/388, 11-13=-627/350, 9-11=-625/350 WEBS 2-14=1108/1314, 2-13=-490/284, 3-13=706/218, 3-11=562/1262, 4-11=580/895, 5-11=562/1260, 5-9=-705/218, 6-9=-489/284, 6-8=-1108/1312 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Intedor(1) 6-0-0 to 9-0-0, Extedor(2) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 23-0-0, Exterior(2) 23-0-0 to 31-5-13, Intedor(1) 31-5-13 to 32-0-0 zone; cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1500, 11=2415, 8=1326. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 0 20 I� PpU I N V 1���i . No68182. 53O ST OF w o✓'` '�. U RI 1G\No`� Joaquin yelei PE No.68182 Mrrek USk„Inc..FL Cert66M- -6sb4 Parlie;East, Blvd: Tampa FL 33610 Date: May 8,2020 ®WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev. 1OM32015 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 at russ 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 budding of Individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent col apse with possible personal injury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS1 Building Component Safetykllwmadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Construction_2332188 WATERSONG T20172506 233218E WATERSONG AH9A Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. t1.z4u s mar a zuzu mi i ea mausmes, inc. rn iviay a i i; ro:uz cuzu rage ID:JtHSm_Vep G 13hfwsRWAE1ZzvS?N-2T116te9SG9n8pO_iZKQ?9kKOyd BR811e9DzxzlaPt 2 4-0 12-0-0 15-0-0-0-0 23.0.0 29.E-0 32-U 2-4-0 9.8-0 38-0-0 6-8-0 2�-0 Scale=1:55.9 5x8 = 1.5x8 STP = 5x8 = US = 5x8 = 1.5x8 STP = 3x8 11 3x8 11 12-" 23-" 29-8-0 30rOr032-0-0 , �Ss 11-n-n "-n n-d i-n-r1 Plate Offsets (X Y)-- [1:0-7-8 0-1-2] 12:0-4-0 0.4-0] [8:0.4-12 0-1-8] [12:0-4-12 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.71 Vert(LL) 0.11 9-11 >999 240 ,MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.20 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) -0.02 8 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-SH Weight: 226 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x6 SP M 26 BOT CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=-487(LC 10) Max Uplift 12=-1769(LC 12), 8=-1595(LC 12) Max Grav 12=1472(LC 1). 8=1472(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-591/282, 2-3=-2075/1554, 3-4=-2125/1715, 4-5=-1873/1600, 5-6=2016/1621 BOT CHORD 1-12=432/716, 11-12=531/920, 9-11=1411/1859 WEBS 2-12=2131/1845, 2-11=-462/1004, 3-11=-955/1186, 4-11=-1205/1236, 4-9=-620/526, 5-9=35/335, 6-9=-1067/1202, 6-8=1997/1781 Structural wood sheathing directly applied or 4-7-7 cc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-2-13 oc bracing: 9-11. 1 Row at midpt 4-9 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 12-0-0, Extedor(2) 12-0-0 to 15-0-0, Interior(1) 15-0.0 to 23-0-0, Exterior(2) 23-0-0 to 29-0-0, Interior(1) 29-0-0 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 12=1769,8=1595. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 0. i Np. 68f ' ST OF . w s Jaa_qulnl.. 'ImPE.No.68182 MITek USA„ Inc..FL`Ceit 6634; "69Q4 Parke•I:ast.Blvtl: Tampa FL 33610 Date". May 8,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED WEK REFERENCE PAGE NI.7473 rev. 1010312015 BEFORE USE ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �' a truss system. Before use, the building designer must verdy 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 ANSVTPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply Coastal Construction_2332188 WATERSONG T20172507 2332188_WATERSONG AH11 �Tus.s Hip I 1 Job Reference (optional) Builders First Source, Plant City, FL - 32666, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:49 2020 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS?N-kXA70kiUDTd78J WjVgHOF7TLmafed17J6V11 CzIaQ4 2 4-0 11-0-0 21-0-0 _ _ , _ 29$0 _ _ L32-0-0 2 4-0 8-8-0 10-0-0 84W 2-0 0 ' axe = 5x8 = 3 14 15 16 17 4 V 12 11 V^ 11 19 10 9 5x8 = 1.5x8 STP = 4x6 = US 11 LOADING (psfj SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 16.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Inor YES BCDL 10.0 Code FBC2017ITP12014 CSI. DEFL. in (loc) I/deft L/d TC 0.92. Vert(LL) 0.04 7-8 >999 240 BC 0.26 Vert(CT) -0.08 7-8 >999 180 WB 0.72 Horz(CT) 0.01 7 n/a n/a Matrix-SH PLATES MT20 GRIP 244/190 Scale= 1:53.7 Weight: 222 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-O.oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-11, 3-8 REACTIONS. All bearings 14-6-0 except (jt=length) 7=0-8-0, 9=0-3-8. (lb) - Max Holz 12=-448(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9 except 12=-1095(LC 12), 11=-981(LC 12), 7=-1269(LC 12) Max Grev All reactions 250 Ib or less atjoint(s) 9 except 12=740(LC 1), 11=1074(LC 17), 7=1098(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=355/118, 2-3=-657/557, 3-4=-1257/1199, 4-5=-1278/1098, 5-6=-414/252 BOT CHORD 1-12=-180/453, 11-12=-426/748, 9-11=-144/367, 8-9=-144/367, 7-8=-332/504, 6-7=332/504 WEBS 2-12=1220/1204, 2-11=-375/294, 3-11=-938/1097, 3-8=-647/695, 4-8=-297/490, 5-8=-413/526, 5-7=-1588/1535 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Intedor(1) 6-0-0 to 11-04, Exterior(2) 11-0-0 to 19.5-13, Interior(1) 19-5-13 to 21-0-0, Extedor(2) 21-0-0 to 29-8-0, Intefior(1) 29-8-0 to 32-0-0 zone; cantilever left and right exposed • end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (! =1b) 12=1095,11=981,7=1269. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." , t1�111t11'11/�1 ♦♦%%Y , UIN e w No 6889 vo Ile\ I1d1.11 , .Joaquin Veld! PE No:68182. MiTek USA„Inc-.F046I§34. 6904 Pa ke:Ost Blvd. Tarnpa FL 33610 liatez May 8,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312016 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 Indlcated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k" 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 . ANSUMI Quality Criteria, DS949 andBCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. -.. Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Constmdion_2332188 WATERSONG T20172506 2332188_WATERSONG AH11A Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32565, 6.'L4u s mar a zuzu mi I etc inausmes, Inc. t•n may o I i:i4:ou zueu rage ID:JtHSm VepGl3hfwsRWAELZzvS7N-CkkVD4j6_misLlujHCLWxTfd7AugN7WGXmFaZezlaQ3 2-0-0 11-0-0 21-0-0 29-8-0 32-0-0 24-0 1 8-8-0 10-0.0 8-8-0 24-0 6x8 = 5x8 = 1.5x8 STIR = 4x8 = 46 = 5x8 = 1.5x8 STP = US II 21-M 3x8 11 Scale = 1:53.7 LOADING (psfj TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TPI2014 CSI. TC 0.98 BC 0.39 WB 0.56 Matrix-SH DEFL. in Vert(LL) 0.09 Vert(CT) -0.14 Horz(CT) 0.02 (loc) I/deft Ud 8-10 >999 240 8-10 >999 180 7 rile n/a PLATES GRIP MT20 2441190 Weight: 222 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 7-6-4 oc bracing: 8-10. WEBS 1 Row at midpt 2-10, 3-8, 5-8 REACTIONS. (size) 11=0-8-0, 7=0-8-0 Max Horz 11=448(LC 11) Max Uplift 11=-1769(LC 12), 7=-1595(LC 12) Max Grav 11=1472(LC 1). 7=1472(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=424/157, 2-3=1943/1638, 3-4=-1837/1677, 4-5=-1942/1637, 5-6=-425/273 BOT CHORD 1-11=242/518, 10-11=-405/786, B-10=965/1453, 7-8=353/519, 6-7=-353/519 WEBS 2-11=2017/1882, 2-10=-82811131, 3-10=0/254, 3-8=306/307, 4-8=-16/254, 5-8=-825/1102, 5-7=-201611881 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and GC Exterior(2) 0-0-0 to 6-0-0; Interior(1) 6-0-0 to 114-0, Exterior(2)11-0-0 to Interior(l) and ht ileverDOL=1 i,1till 1'll/�� 19-5-13, pond fornmem)ber e Vo 60 plateft e d vertical left andright exposed;GC and forces & MtWFRS for reactions shown; Lumber grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. • N.Q' 6:81.82 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 BCDL = 10.Opsf. *..'• •: will fit between the bottom chord and any other members, with 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=1769,7=1595.-'O 7) 'This manufactured product is designed as an individual building component. The suitability and -use of this component for any by building r O F P W particular building is the responsibility of the building designer per ANSI TPI 1 as referenced the code."� _((� OT JDatjuln Velez PE.No.68182. MTek.USA'„Inc..FLCeit 6t334. -004 Pattie 0 Blvd.Tar ipa FL 33610 Da*..' May 8,2020 ®wARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/032015 BEFORE USE Design valid for use only with WWI) 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 antl permanent bracing Mi'i®�" is always required for stability and to prevent collapse with possible personal Injury and propertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AN Quality Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety edormadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Atexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2332188 WATERSONG T20172509 2332188_WATERSONG AH13 Hip 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MTek Industries, Inc. Fri May 8 11:14:51 2020 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-gwltRQkkl4tjySTvrwslUgCv?aBa6ZFQmQ_754zlaQ2 2-4-0 13-0-0 19-0-0 29-8-0 3z-o-o 2.4.0 10-8-0 6.0-0 10-8.0 2-470 5x8 = 5x8 = 1.5x8 STP = 4x6 — 4x6 = 06 — 1.5x8 STP = 3x8 11 3x8 11 2-0-0 2-ri-p 13-0-0 19-0-0 29.8.0 30rOr0 32-0-0 2-0.0 0I 10-8-0 6-0-0 10-8-0 Scale = 1:56.8 Plate Offsets (X,Y)— [1:0-8-8,0-1-2],[2:0-4-0 0-4-4],[3:0-4-4,0-3-0],[4:0-4-4,0-3-0],[5:0-4-0,0-4-4],[7:0-4-12,0-1-8];[11:0-4-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.37 10-11 ' >883 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.45 10-11 >736 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.02 7 , n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 216 lb FT = 20% LUMBER - TOP CHORD 2x6 SP M 26 'Except' 3-4: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 11=0.8-0, 7=0-8-0 Max Horz 11=-529(LC 10) Max Uplift 11=1769(LC 12), 7=-1595(LC 12) Max Grav 11=1472(LC 1), 7=1472(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. WEBS 1 Row at midpt 2-10, 5-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-812/392, 2-3=-2003/1541, 3-4=1917/1612, 4-5=-2003/1541, 5-6=-812/538 1 BOT CHORD 1-11=6081985, 10-11=-725/1297, 8-10=-760/1314, 7-8=717/985, 6-7=-717/985 WEBS 2-11=-2136/1994, 2-10=-562/1144, 3-10=-30/279, 4-8=-28/278, 5-8=-574/1163, 5-7=-2136/1994 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft;B=45111; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0.0, Intedor(1) 6-0-0 to 13-0-0, Exterior(2) 13-0-0 to 27-5-13, Interior(1) 27-5-13 to 32-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 11=1769, 7=1595. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �11111171/�� ���•op,OivIN N o .15 f8.2 4Q'� Joaquin i/elei . No:68182 Mffek USA„Ihc..FLUri 5634.. 6904'I?Ae;EastBlvd. Tops FL 33610 Dattir May 8,2020 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MMEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �- • , 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 ANSI/TPI! Ouallty Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Saferylydormadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2332188 WATERSONG T20172510 2332188 WATERSONG AH15 Hip 1 1 Job Reference o tional Builders First Source, Plant City, FL - 32566, 8.240 a Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:53 2020 Page 1 I D:JtHSm_VepG l3hfwsR WAE LZzvS?N-cJQes6m?Gh7RCId IyKvDZ5HEg OpjaMUj EkTEAzzlaQO 2.4-0 , a8.0 15.0.0 , 17.0.0 , _ _ 23-6.0 29-8-0 i 32-0-0 2-4�p 10.4.0 2-ao 6.6-0 r 6-2-0 z-4-o ' 7x10 i 6x8 = US 11 7-00F2 5 6 7 Scale=1:68.3 3x12 MT20HS 1 1.54 STP = 1.5x8 STP = 4x12 = US 115x8 = 7x10 = 32-0-0 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25: - Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TIC 0.63 BC 0.83 WB 0.99 Matrix-SH DEFL. in (loc) I/deft L/d Vert(LL) 0.15 13 >999 240 Vert(CT) -0.26 15-16 >999 180 Horz(CT) 0.16 11 n/a n/a PLATES GRIP MT20 • 244/190 MT20HS 1871143 Weight: 262 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 *Except* TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins. 5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. Except: BOT CHORD 2x6 SP No.2 4-6-0 oc bracing: 16-18 WEBS 2x4 SP No.3 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 3-15, 8-11 REACTIONS. (size) 19=0-8-0, 11=0-8.0 Max Horz 19=609(LC 11) Max Uplift 19=-1764(LC 12), 11=1593(1_10 12) Max Grav 19=1487(LC 1), 11=1479(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 328/137, 2-3=-1781/1165, 3-5=-2270/1562, 5-6=-2164/1652, 6-7=2496/1919, 7-8=-2257/1643, 8-9=-637/441, 9-10=279/0 BOT CHORD 1-19=-172/362, 18-19=-544/578, 16.18=1174/983, 3-16=-110011032, 15-16=-1907/2902, 14-15=556/1184, 12-14=360/537, 7-14=568/525, 11-12=-106611665 WEBS 2-19=-2308/1613, 2-18=-1566/2091, 3-15=-1621/1266, 5-15=176/427, 6-15=-496/732, 6-14=736/849, 8-12=577/566, 8-11 =1 913/1514, 9-11=955/922 NOTES- (8) ,�Il111Fill lf04 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat, e� P.a • E� L. �i� " II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 15-0-0, Exterior(2) 15-0-0 to `1>� ,� '�G E N S ~ �j� 25-5-13, Intedor(1) 25-5-13 to 32-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members 0,\%• F and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 N o 6;81:_82 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.,.. E .0 E t//, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=1764,.11=1593. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any °i,Ps '!:..d -fZ , • . particular building lathe responsibility of the building designer perANSI TPI 1 as referenced by the building code." jI Tampa FL 33610 May 8,2020 ,&WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE 6g1-7473 rev. 1"312016 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 chordmembers 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, defivery, erection and bracing oftrusses and truss systems, see ANSg7P/1 Quality Criteria, DS849 and BCSI'Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qry Ply Coastal Construclion_2332188 WATERSONG T20172511 2332188_WATERSONG AH15A Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32666, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:14:54 2020 Page 1 ID:JtHSrnVepGl3hfwsRWAELZzvS?N-4V 03Smdl?FlpvCUW2QS5JgQunCMJvrsSODoiPzlaQ? 2-4-0 8.6-0 15-0-0 17-0.0 23-8-0 29.8.0 32-0.0 , 2.4.0 6-2-0 8•&0 2-0-0 8.8.0 6.2-0 2.40 6x8 = 6xe = 7.00 12 1.5x8 STP = 5Xs _ 1.5x8 STP = 7xl0 = 3x4 = 3x4 = 7x10 = 2-0-0 2•p-p 15-0-0 , 17-0-11 29.8-0 3 302-0-0 r , G 1—� Scale = 1:62.7 0 0 I9 0 Plate Offsets (X Y)-- [3:0-5.0,0-4-81,[6:0-5-0,0-4-81,[9:0-3-8,0-4-121,[13:0-3-8,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES,' GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.13 12-13 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.26 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 236 lb FT = 20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 13=0-8-0, 9=0-8-0 Max Horz 13=-609(LC 10) Max Uplift 13=1769(LC 12), 9=-1595(LC 12) Max Grav 13=1472(LC 1), 9=1472(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-3 oc bracing. WEBS 1 Row at midpt 3-13, 3.12, 6-10, 6-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-421/0, 2-3=-644/279, 34=2106/1547, 4-5=-1950/1531, 5-6=-2106/1548, 6-7=-644/403, 7-8=-422/0 BOT CHORD 1-13=0/336, 12-13=-1055/1664, 10-12=-521/1173, 9-10=-1076/1664, 8-9=0/336 WEBS 2-13=841/852, 3-13=-1878/1565, 3-12=739/674, 4-12=346/572, 5-10=-357/572, 6-10=-739/695, 6-9=-1878/1565, 7-9=841/852 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 15-0.0, Extedor(2) 15-0-0 to i 25-5-13, Interior(1) 25-5-13 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and, right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1769,9=1595. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." G E�IV S • �� 0 �•�` i o s. Noilk 681:82 S AT'E OF O R.1 MAO ,16q uln VeleiP. E R0.68182 MITek USA,,Inc..FL Cart 66M. 6904 Pa{Iie Ea5f Blvp: Tampa FL 93610 Date: May 8,2020 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01.7473 rev. 1010312016 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is foranIndividual 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 Indicatedis to prevent buckling of Individual truss web and/or chord members only. 'Additional temporary and permanent bracing MITOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 'r fabrication, storage, delivery, erection and bracing of trusses and truss systems; sea ANSIITP11 Quality Criteria, DS194/9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2332188 WATERSONG T20172512 2332188_WATERSONG B Common 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:U3 ZUZU Page 1 ID'.JtHSm_VepG13hfwsRWAELZzvS?N-JEOPyXtGwmOOOIODYR4ZzCis1QLyw 7BXlumVOzlaPs 2-4-0 12-0-0 21-8-0 24-0.0 2 4-0 9 8-0 9-8-0 2-4-0 5x6 11 I� 1.5x8 STP = 4x6 = 5x8 = 1.5x8 STP = 3x8 11 3x8 I I Scale=1:48.9 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25. Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.90 BC- 0.32 WB 0.60 Matrix-SH DEFL. in (loc) I/de0 Lid Vert(LL) -0.04 7-9 >999 240 Vert(CT) -0.08 , 7-9 >999 180 Horz(CT) 0.01 6 n/a n/a PLATES GRIP MT20 2441190 Weight: 163 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 9=0-8-0 Max Ho¢ 9=487(LC 11) Max Uplift 6=-1192(LC 12), 9=-1371(LC 12) Max Grav 6=1104(LC 1), 9=1104(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-505/193, 2-3=-1435/946, 3-4=-1435/946, 4-5=-505/329 BOT CHORD 1-9=347/635, 7-9=-499/935, 6-7=-457/635, 5-6=-457/635 WEBS 3-7=0/315, 4-7=-329/646, 4-6=-1751/1513, 2-7=308/625, 2-9=-1751/1513 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Intedor(1) 6-0-0 to 12-0-0, Extedor(2) 12-0-0 to 18-0-0, Intedor(1) 18-0-0 to 24-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=1192, 9=1371. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code" �O'lilifl'1//11 0080 "GIN N • 'V,, • . 4 Vie` �� `••`G E N S �� ���'. ki No • S OF R' VOINpAI:' a`0e 40*1hTUeiez PE.No.68182. M)TekV§IA Inc..FL0ert6634: '69h4Parke;Ea6t Blvd. Tampa FL 33610 Nit May 8,2020 ®WARNING. verify design parameters and READ NOTES ON MS AND INCLUDED MITEK REFERENCE PAGE M➢-7473 rev. 101032015 BEFORE USE - Design valid for use only with Wake 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 truckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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/fPH Quality Criteria, D_SB.88 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction 2332188 WATERSONG T20172513 2332188_WATERSONG B1 Common 2 1 Job Reference (optional) Builders First Source, • Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:03 2020 ,Page 1 . ID:JtHSm_VepG l3hfwsR WAELZzvS7N-JEOPyXtGwm00010DYR4ZZCitNQ LSvRSBXI umVOzlaPs 2.4-0 12-0-0 22-M 2.4, 9.8-0 10-M 5x12 11 1.5x8 STP = 4x6 = 5x8 = 3x6 11 3x8 11 2-0-0 24-0 12-0-0 22-M 2-0-0 DA 9-8-0 10-0.0 Scale: 1/4"=1' Plate Offsets (X Y)-- [1:0-7-8,0-1-2) [2:0-4-0 0-4-0],[4:0-2-12 0-1-12] [5:0-4-4,0-1-8] [8:0-4-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.05 . 5-6 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.11 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(CT) 0.01 5 n/a n/a, BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 3-4: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 4-5: 2x6 SP No.2 REACTIONS. (size) 8=0-8-0, 5=Mechanical Max Harz 8=557(LC 11) Max Uplift 8=-1389(LC 12), 5=951(LC 12) Max Grav 8=1122(LC 1), 5=881(LC 1) FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-495/189, 2-3=-1483/976, 3-4=-1455/949, 4.5=-1367/975 BOT CHORD 1-8=-335/620, 6-8=-606/905, 5-6=-519/683 WEBS 2-8=1770/1546, 2-6=283/640, 3-6=0/330, 4-6=225/622 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 9-5-1 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; 8=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 12.0-0, Exterior(2),12-0-0 to 18-0-0, Interior(1) 18-0-0 to 21-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in. all areas where a rectangle 3-6-0 tall by 2-04 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 100 lb uplift at joint(s) except Qt=lb) 8=1389; 5=951. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �0.P '��,�UIN O'F May 8,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE mlI-7473 rev. 1010312015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not , a truss system. Before use, the building' designer must verify the applicability of design parameters and properly incorporate this design Into,the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ItiiiTek' 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 . INSI/TP/I Quality Criteria, DSB-89and SCSI Building Component Sa/erylldormadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction2332188 WATERSONG _ T20172514 233218E WATERSONG BH7 HIP GIRDER 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 5.240 s Mar 9 2020 NuTek Industries, Inc. Fri May 8 11:15:06 2020 Page 1 ID:JtHSm VepGl3hfwsRWAEL7ivS7N-kpiYaYw8DhmbFl6oDZeGarKO3dK77HsdDG7Q6izlaPp 2-4-0 7-00 12-0-0 17-0-0 ___ __ 21-M 24 0 0 2 4-0 4-8-0 5.0-0 5-0-0 - - 4.8.0 - - 2-4-0 Scale=1:40.0 Special Special Special 6x8 = Special Special 6x8 = Special 6x8 3 13 14 4 15 16 5 _ IVMILCU M.10 - IVMILCU IVMILCU 1.5x8 STP = 5x8 NAILED 5x8 = 1.5x8 STP = 3x12 MT20HS II THJA26 THJA26 3x12 MT20HS II LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 CSI. TC 0.85 BC 0.49 WB 0.86 Matrix-SH DEFL. in Vert(LL) 0.21 Vert(CT) 0.20 Horz(CT) -0.04 (loc) I/defl Lid 9-11 >999 240 9-11 >999 180 8 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 3.8-15 oc bracing: 9-11. WEBS 1 Row at midpt 2-11, 6-9 REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=287(LC 6) Max Uplift 12=3247(LC 8), 8=3067(LC 8) Max Grav 12=1946(LC 39), 8=1946(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=213/288, 2-3=-2307/3302, 3.4=2007/2992, 4-5=-2007/3017, 5-6=2307/3328, 6-7=188/288 BOT CHORD 11-12=-464/352, 9-11=-3459/2503 WEBS 2-12=-1996/2877, 2-11=2637/2048, 3-11=-293/374, 4-11=-73211124, 4-9=-731/1123, 5-9=294/372, 6-9=-2642/2058, 6.8=-1994/2788 NOTES- (14) 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. 11 .111171/� ,oI�J II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left ,� - v and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 eS Q.Q 3) Provide adequate drainage to prevent water ponding. ,�,�� ,� F 4) All plates are MT20 plates unless otherwise indicated. v • V �' 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . N o ;6;8182 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 k;.': •; 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 Qt=lb) — 12=3247, 8=3067. �.'0 :• tr 8) Use Simpson Strong -Tie THJA26 (THJA26 on 1 ply, Right Hand Hip) or equivalent at 7-0-6 from the left end to connect truss(es) to y OF back face of bottom chord. 9) Use Simpson Strong -Tie THJA26 (THJA26 on 1 ply, Left Hand Hip) or equivalent at 16-11-10 from the left end to connect truss(es) T `e. �• to back face of bottom chord. ois .R `C? �% �� ScS • • 10) Fill all nail holes where hanger is in contact with lumber. ''NAILED'' ` i� 11) indicates 3-10d (0.148"4") or 3-12d (0.1481'x3.2Y) toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 870 lb down and 1116 lb up at 7-0-0, 330 lb down and 425 lb up at 9-0-12, 330 lb down and 425 lb up at 11-0-12, 330 lb down and 425 lb up at 12-11-4, and 330 Jliagllih %lei PE.N0:68]_ 82. lb down and 425 lb up at 14-11-4, and 870 lb down and 1116 lb up at 17-0-0 on top chord. The design/selection of such MITek USA„Inc..FL Cart6634. connection device(s) is the responsibility of others. -69Q4 Parke gait Blvd: TampaFL 33610 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Date . 14) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any May 8,2020 ,ontilpakWardadl1filig is the responsibility of the building desi ner per ANSI TPI 1 as referenced by the buildin code" ® WARNING - verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/032015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, nota truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Imo the overall wit 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 iniury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPH Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. 6904 Parke Fast Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Construction 2332188 WATERSONG T20172514 2332188 WATERSONG BH7 HIP GIRDER 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May, 8 11:15:06 2020 Page 2 ID:JtHSm_VepG 13hfwsRWAELZzvS?N-kpYaYw8DhmbFl6oDZeGarKO3dK?7 HsdDG7 Q6izlaPp LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=72, 3-5=-72, 5-7=-72, 1-7=-20 Concentrated Loads (lb) Vert: 3=224(B) 5=-224(B) 11=150(8) 9=150(B) 13=-111(B) 14=111(B) 15=111(B) 16=-111(8) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M I.7473 rev. 101113/2016 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 e truss system. Before use, the building designer must verify the applicability. of design parameters and properly Incorporate this designdMo the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M6Tek" Is always required for stabilityand 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/TPl1 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Construction_2332188 WATERSONG T20172515 2332188_WATERSONG BH9 Hip 1 1 - Job Reference (optional) Builders First Source, Plant City, FL - 32566, 624U S Mar 9 ZUZu MI I eK InrluStfies, Inc. t-n May.6 11:15:u1 ZUZu IYage 1 I D:JtHSm_VepG l3hfwsR WAELZzvS?N-C?Gwouwnz?uStvh_nH9 V72seG1 jTsrYnSws_f9zlaPo 2-4-0 "_0 12-0-0 15 0 0 21-8-0 24-0 0 2 4-0 6-8-0 3.00 3 0-0 6-8-0 2 4-0' Scale = 1:41.9 4x6 = 2x4 II 4x6 = 1.5x8 STP = 4X13 = 5x8 = 1.5x8 STP = 3x8 11 US 11 2-0-0 2i4-0 12-M 21-8-0 22rOr0 24-0-0 2-0� —04>T 9.8-0 9.8-0 0-4- 2.0.0 Plate Offsets (X,Y)-- [1:0-2-8,0-1-2],[2:0-3-0,0-3-8],[3:0-3-0,0-3-12],[5:0-3.0,0-3-121,[6:0-3-0,0-3-81,[8:0-4-12,0-1-8],[11:0-4-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.05 9-11 >999 240 MT20 244/190 " TCDL 16.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.11 9-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(CT) 0.01 8 file rile BCDL 10.0 Code FBC2017ITP12014 MatriX-$H Weight: 158 lb FT = 20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 8=0-8-0 Max Horz 11=369(LC 11) Max Uplift 11=1371(LC 12). 8=1192(LC 12) Max Grav 11=1104(LC 1). 8=1104(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-4 Do purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 1 Row at midpt 2-9. 6-9 FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-323/95, 2-3=-1299/1078, 3-4=1243/1104, 4-5=1243/1104, 5-6=-1299/1078, 6.7=-339/103 BOT CHORD 1-11=-124/333, 9-11=-434/702, 8-9=131/349, 7-8=-131/349 WEBS 2-11=-1445/1491, 2-9=-643/820, 4-9=0/255, 6-9=-644/833, 6-8=-1445/1491 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl„ GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6.0-0, Interior(1) 6-0-0 to 9-0-0, Exterior(2) 9-0-0 to 23-5-13, Interior(1) 23-5-13 to 24-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 ()t=Ib) 11=1371, 8=1192. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." N_o .681,82; d OF i on. Ill's` i T , /�` Q. _ w. °!Sis�O NAIL, Joaqulli VeleT PE.N0.66182 MITek USA„Inc.,FLC6it 6634, 69M Patke.EaSt BIvq:Tarnpa FL 33610 Date: May 8,2020 AWARNING- Vedty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7471 rev. 10/0312016 BEFORE USE — Design valid for use only with WWI) 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 property incorporate this design into the overall ■■��i�■■ building design. Bracing Indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing M!Tek' 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/TPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss . Truss Type Qty Ply Coastal Construction 233218E WATERSONG T20172516 2332188_WATERSONG BH11 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:04 2020 Page 1 ID:JIHSm VepGl3hfwsRWAELZzvS?N-nQao9tuuh4WtOSyP68boVQE3CphIfRVKIyeJ2gzlaPr i 2-4.0 11-0-0 12-0-0 13-0-0 21-8-0 i 240-0 r 2-4-0 8-8-0 1-0.0 1.0-0 8-8-0 Scale = 1:49.1 5x6 = 2t4 II 5x6 = 3 4 5 I� 11 _ ' 8 1.5x8 STP = 4x6 — 5x8 = 1.5x8 STP = 3x8 11 LOADING (psi) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.81 BC 0.31 WB 0.59 Matrix-SH DEFL. in Vert(LL) -0.04 Vert(CT) -0.08 Horz(CT) 0.01 (loc) I/defi Ud 9-11 >999 240 9-11 >999 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 162 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 8=0-8-0 Max Horz 11=-449(LC 10) Max Uplift 11=-1371(LC 12), 8=1192(LC 12) Max Grav 11=1104(LC 1), 8=1104(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=408/159, 2-3=1377/975, 3-4=1349/1089, 4-5=-1349/1089, 5-6=-1377/974, 6-7=-408/251 BOT CHORD 1-11=236/501, 9-11=-470/872, 8-9=-347/501, 7-8=-347/501 WEBS 2-11=1654/1506, 2-9=-315/678, 4-9=0/301, 6-9=-325/693, 6-8=-1654/1507 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf, BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 11-0-0, Exterior(2) 11-0-0 to 21-8-0, Interior(1) 21-8-0 to 24-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces.& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 Qt=lb) 11=1371, 8=1192. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." PQviN wF� Ng 6$1:'82 ® e STOF I�11111,LC:111:��°, May 8,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTI EK REFERENCE PAGE 111I1-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk" Is always 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 ANSU7PI1 Quality Criteria, DS849 and BCSI BuIlding Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal ConsWction_2332188 WATERSONG T20172517 2332188 WATERSONG CA Comer Jack 12 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2u2u MI I eK industries, Inc. t-n May a i i no:uu zuzu rage 1 ID:JtHSrTVepGl3hfwsRWAELZzvS7N-gBgl7ExPkIOJV3GAL_gkgGPx2R6nbOjwgacXBbzlaPn 1-0-0 1-0-0 Scale = 1:8.5 7.00 12 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 1 ri 120 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix-P Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=-94(LC 12), 3=166(LC 12) Max Uplift 2=167(1_C 12) Max Grav 2=91(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=318/124 BOT CHORD 1-3=135/273 Structural wood sheathing directly applied or 1-0-0 oc pudins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=167. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." N.o, 08'1:8Q: p S OF Ii4l.. N At 1�0,oe� Joaquin VeletPE.No:68182 MITek USA„Inc..FL Cert:6634. 6904'Pafliii EastBlvil: Tampa FL 33610 Date° May 8,2020 AwARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03,2015 BEFORE USE rr 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 Incorporatethis design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Duality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safetylyd'ormedon available from Truss Plate Institute, 218 N. Lee Street, Sufte 312, Alexandria, VA 223t4. Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2332188 WATERSONG T20172518 2332188 WATERSONG CJ3 Comer Jack 10 1 Job Reference (options[) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:09 2020 Page 1 ID:JtHSm VepGl3hftasRWAEI1zvS7N-BOOhDaylVc8A6DrMuiBzCTy4EgLvJrz3vEL4jlzlaPm 3-0-0 3-0-0 Scale=1:14.4 4 1.5x8 STP = 2-8-0 3-M i 2-B-0 0 4.0 Plate Offsets (X Y)-- [1.0-2-8 0.1-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Hors 4=203(LC 12) Max Uplift 2=-217(LC 12), 3=-492(LC 1), 4=887(LC 12) Max Grav 2=145(LC 17), 3=650(LC 12), 4=657(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and fight exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60. plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ,�It 11 I I II fI� 2=217, 3=492, 4=887. !`_ V IN V I �I� 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any OPQ particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,`!� es , .�`�G E<•N $ 040, N D 6.811$' e 2_ ST'. OF R!I v Joag6in Veld PE No:(i818L_ MRek USA„Inc..FCCert 66- 6964 Pjke,East Blvd.. ' pa FL 33.610 data May 8,2020 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITsk® 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 me applicability of design parameters and property incorporate this design Into the overall Bracing indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' building design. 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 . ANSVTPI1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction 2332188 WATERSONG T20172519 2332188 WATERSONG CJ3A Comer Jack 2 1 Job Reference (option Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:09 2020 Page 1 ID:JtHSm VepGl3hfwsRWAEL2zvS7N-800hDaylVc8A6DrMuiBzCTy4EgQeJrz3vEL4jlzlaPm 3-M 3-" 4 1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 4 >999 240 TCDL 16.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code PBC2017/TP12014 Matd*P LUMBER - TOP CHORD 2x6 SP No.2 SOT CHORD 2x6 SP No.2 REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=203(LC 12) Max Uplift 2=217(LC 12), 3=-83(LC 1), 4=-287(LC 12) Max Grav 2=145(LC 17), 3=118(LC 12), 4=247(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:14.4 PLATES GRIP MT20 244/190 Weight: 16 ib 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- (6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; 8=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.-' 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 3 except Ot=lb) 2=217, 4=287. . 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."' `,,,►111117I/��,, ���•op'°�w v��F •'® No 6.818; r May 8,2020 AWARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 rev. 101032015 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSNTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Coastal ConsWction_2332188 WATERSONG T20172520 2332188 WATERSONG CJ5 Comer Jack 10 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1.5x8 STP = 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:10 2020 Page 1 I D:JtHSm_VepGl3hfwsRWAELZzvS?N-cay3QwzfGwG1 kNQZSPICIhUAJEfh21DD8u5eFUziaPl LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip D01 1.25 TC 0.45 Vert(LL) 0.02 3 4 >999 240 TCDL 16.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.09 2 n/a rile BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=336(LC 12) Max Uplift 2=362(1-C 12), 3=-154(LC 1). 4=-511(LC 12) Max Grav 2=243(LC 17). 3=21B(LC 12), 4=431(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-4=-320/409 Scale = 1:21.0 PLATES GRIP MT20 2441190 Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-7-2 oc bracing. • , NOTES- (6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3:Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=362, 3=154, 4=511. 6) 'This manufactured product is designed as an individual building component. The suitability and use.of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Tarnpa FL 33610. May 8,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NUI-7473 rev. 10N312015 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`, Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. SafatyHrformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36810 Job Truss Truss Type Qty Ply Coastal Construction_2332188 WATERSONG T20172521 2332186_WATERSONG CJ5A Comer Jack 2 1 Job Reference o tional Builders First Source, Plant City, FL - 32566, 6.240 s Mar 9 20ZU Mil eK Indusmes, Inc. Fn May 6 11:15:11 Zulu Page 1 ID:JtHSm_VepGl3hfwsRWAELZ2vS?N-4mVRdGzH1 DOuM W?106DRHul L3e3cnITMMYgBowzlaPk 5-0-0 5-M 1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid, TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.02 3.4 >999 240 TCDL 16.0 Lumber DOL 1.25 BC 0.34 Vert(CT) 0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 ' Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P ` LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=336(LC 12) Max Uplift 2=362(LC 12), 3=-35(LC 1), 4=-310(LC 12) Max Grav 2=243(LC 17), 3=86(LC 12), 4=311(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-4=320/409 Scale = 1:21.0 PLATES GRIP MT20 2441190 Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall.by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=362, 4=310. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �e�9911111lI/SI Na'681;82; .0 STiRA OF P �. ``% ���rlilall<1� Jeagliln yelef PE.N0:68182 MITek USA,.Inc.TL'Cert 6634. 6904 Pad 6s- t• BIvd. Tampa FL 33610 Bate: May 8,2020 ®WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MD'EK REFERENCE PAGE Mll-7473 rev. 101032016 BEFORE USE - Design valid for use only with MlTekds 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 ■�i�■ 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 ANSr?P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2332188 WATERSONG T20172522 2332188 WATERSONG EJ Jack -Closed 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, B.240 s Mar 9 ZUZU MI teK Industries, Inc. Fn May, 6 11:15:1 Z ZUZU Page 1 ID:JtHSm_VepGl3hfwsRWAEL7ivS?N-Yz3prc voXWlzgaxagkgg6aVQ2P7WBjWbBakKMzlaPj 5-7-0 57to: 5-7-0 3 Scale = 1:23.7 3x8 I I 1.5xB STP = 4x6 11 1-0-0 4-0 5-10.8 1-0-0 4-0 4 6 8 Plate Offsets (X Y)-- [1:0-0-4 Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) - I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 • TC 0.54 Vert(LL) 0.011 5-6, >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 - BC 0.38 Vert(CT) -0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES: WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 34 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc pudins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-6-15 oc bracing. REACTIONS. (size) 4=Mechanical, 6=0-8-0 Max Horz 6=419(LC 9) Max Uplift 4=301(LC 9), 6=-410(LC 12) Max Grav 4=282(LC 17), 6=347(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-364/336, 2-5=-543/530 BOT CHORD 1-6=-460/557 NOTES- (6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber,DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide {{ { { 11'11/,�� will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 100 lb 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding uplift at jolnt(s) except at=lb) 4=301, 6=410. o- •'•�i ' �• •. ✓., 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any; v' N Q- 1581:8:21 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." A �•' `ST OF • . irk, fi� � •, • R. 0 N. � Joaquin UeIeYPE N6.68182, MIT0k Q$A„Inc..FLCaff6634. 6ppl Park6 East,Blvd. Tampa FL 33610 DaW,- May 8,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1019312015 BEFORE USE , Design valid for use only with MiTek® connectors. This design is based only upomparameters.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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Ir►►A� , prevent is always required for stability and to prevent collapse with possible personal Injury and propenydamage. For general guidance regarding the IYIITek" fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see AAISI/fPlf Quality Criteria, DSO-89 and SCSI Building Component Salatylrtlormat/on available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. 6904 Parke East Blvd. Tampa, FL 38610 Job Truss Truss Type City Ply Coastal Construction_2332188 WATERSONG T20172523 2332188_WATERSONG EJ7 Jack -Open 17 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1.5x8 STP = tj.z4U s mar a zuzu nn1 I eK Inoustnes, Inc. rn may C "i l: l o:lz zuzu rage i ID:JtHSm_VepGl3hfwsRWAELZzvS?N-Yz3prc voXWizgaxagkgg6aUy2JWWBjWbBakKMzfapj 7_M 7-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.26 TC 0.64 Vert(LL) -0.03 3-4 >999 240 TCDL 16.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=470(LC 12) Max Uplift 2=-401(LC 12), 3=-26(LC 1), 4=-515(LC 12) Max Grav 2=265(LC 17), 3=61(LC 12), 4=481(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-267/236 BOT CHORD 1-4=-439/554 Scale=1:27.1 PLATES GRIP MT20 244/190 Weight: 36 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-1D-14 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft eave=7ft; Cat. II; Exp D; Encl., GCpi=o.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-11-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the'bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=401, 4=515. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building. code." its 117/0jj I OP�U f N. VF�� `ee No 681 ', .�.� S OF N AI e®% 33610 May 8,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE Design valid for use onlywith MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 M!T®k° 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 r ANSI?PH Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Blvd. Safettrirdormedon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Construction 2332188 WATERSONG T20172524 2332188_WATERSONG EVA Jack -Open 1 1 Job Reference (option Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:13 2020 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-19dB2y?XZrecbg987XGvNJ6dPSImFeyfgrJlspzlaPI 4x6 46 11 5-0-0 5-0-0 Scale = 1:26.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.08 2 ' n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) 4=0-8-0, 2=Mechanical, 3=Mechanical Max Hors 4=423(LC 12) Max Uplift 4=-45(LC 12), 2=-376(1-C 12), 3=-59(LC 12) Max Grant 4=220(LC 1), 2=238(LC 17), 3=95(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/221 Structural wood sheathing directly applied or 5-0-0 oc pur ins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding'100 lb uplift at joint(s) 4, 3 except at=lb) 2=376. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." e�ee'�QU INNVV !� �P NO 68182; e OF r+� ORt. G e> Tarnpa FL 33610 May 8,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 16711.7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTeW 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 {��i�//��•����iii�p k* prevent Is always required for stability and to prevent collapse with possible personal injury and properlydamage. For general guidance regarding the IYI� 1�i . fabrication, storage,. delivery, erection and bracing of trusses and truss systems, see ANSI/TP I Quality Criteria, DSB-89 and SCSI Building Component SaretylMormatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction 2332188 WATERSONG T20172525 2332188_WATERSONG HJ Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:14 2020 Page 1 ID:JtHSm VepGl3hfwsRWAELZzvS?N-VLBaGHOAK8mSDJKhFn8vXfm_r H_5Cp3V3rOFzlaPh 4-0-9 7-11-7 812-15 4-0-9 3-10-15 -3 6x8 11 Scale = 1:26.4 Special om i NAILED NAILED NAILED NAILED LOADING .(psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TIC 0.79 BC 0.79 WB 0.00 Matrix-SH DEFL. in Vert(LL) -0.08 Vert(CT) -0.07 Horz(CT) -0.00 (loc) I/dell Lld 4-5 >960, 240 4-5 >999 180 4 n/a n/a PLATES GRIP MT20 2441190 Weight: 45 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-9 oc bracing. REACTIONS. (size) 4=Mechanical, 5=0-11-5 Max Horz 5=418(LC 5) Max Uplift 4=935(1_C 5), 5=-1025(LC 8) Max Grav 4=765(LC 26), 5=714(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-407/290, 2-4=-538/904 BOT CHORD 1-5=-179/396 NOTES- (9) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide. will Tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=936, 5=1025. 6) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 347 lb down and 410 lb up at 7-0-14, and 347 lb down and 410 lb up at 7-0-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-72, 2-3=-72, 1-4=-20 Concentrated Loads (lb) Vert: 6=-8(F=-4, B=-4) 7=-169(F=-85, B=-85) 8=125(F=63, B=-63) 9=125(F=62, B=62) May 8,2020 ®WARMING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 101032015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporaryand permanent bracing M) Tek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the l fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI/TPII Quality Cdterls, DS849 and BCSI Building Component 6904 Parke East Blvd. Safety Odormadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Coastal Construction_2332188 WATERSONG 1T20172526 2332188_WATERSONG HJ7 Diagonal Hip Girder 5 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566; 6.z4u s mar 9 ZUZU MI I eK inaustries, Inc. rn may ti 11llo:l o zuzu rage i ID:JtHSm VepGl3hfwsRWAELZzvS7N-zYlyTdlo5SuJr81WFyINSkBIYFHljT4yH9oPxhzlaPg 3-2-4 410-1 9-6-9 9-10 1 3-2-4 1-7-14 4-8-8 0-3 NAILED 3x6 II SUR26 NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL.. in (loc) . I/dell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.32 4-5 >246 240 TCDL 16.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.29 4-5 >272 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.20 , 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x6 SP M 26 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS, (size) 3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=470(LC 8) Max Uplift 3=614(1_C 8), 4=-263(LC 17), 5=-1882(LC 8) Max Grav 3=416(LC 28), 4=428(LC 22), 5=1902(LC 27) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-520/199, 2-3=-427/321 BOT CHORD 1-5=-97/470 WEBS 2-5=-908/1158 Scale = 1:29.1 PLATES GRIP MT20 244/190 Weight: 50 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oapurlins. Rigid ceiling directly applied. NOTES- (13) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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 lit=lb) 3=614, 4=263, 5=1882: 7) Use Simpson Strong -Tie SUL26 (6-10dx1 1/2 Girder, 6-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-2-15 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 8) Use Simpson Strong -Tie SUR26 (6-10dx1 1/2 Girder, 6-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-2-15 from the left end to connect truss(es) to back face of bottom chord, skewed 45,0 deg.to the right, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 10) "NAILED" indicates 3-1 Od (0.148"x3") or 2.12d (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) 348 lb down and 416 lb up at 7-0,14, and 348 lb down and 416 lb up at 7-0-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by.the building code" LOAD CASES) Standard twill 1181/aBo o ,,•N'1C, O r !� NO;681.$.4 e :rr Ake _ E OF C 33610 May 8,2020 ontinued on gacie 2 ® wARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" ' is always required for stability end"to prevent collapse with possible personal injury and properly damage.. For general guidance regarding the fabrica8on, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pli quality Criteria, DSB49 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. " Tampa, FL 36610 Job Truss Truss Type Qty Coastal Construction 2332188 WATERSONG T20172526 2332188_WATERSONG HJ7 Diagonal Hip Girder 5 [ly 1 Job Reference o Gonal Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:15:15 2020 Page 2 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-zYlyTdl o5SuJr8l WFyINSkB 1YFHIJT4yH9oPxhziaPg LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-72, 1-4=20 Concentrated Loads (lb) Vert: 6=-8(F=-4, B=-4) 7=152(F=-76, B=-76) 8=125(F=-63, B=-63) 9=588(F=294, B=294) 10=188(F=94, B=94) ®WARNING. Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. fOM312015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing -MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quality CrNerla, DS949 and SCSI Building Component 6904 Parke East Blvd. Safety lldonnadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Coastal Construction_2332188 WATERSONG T20172527 2332188_WATERSONG MGR Monopilch Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May;8.11:15:16 2020 Page 1 ID:JtHSm_VepGl3hfwsRWAELZzvS7N-RkJKhzl QsmOASlgpgpcyk8ifkrS_75WpYyT7zlaPf 46 5-0-0 5-0-0 2x4 II 2 A LUb,40 LUALO .y 1.5x8 STP = LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.66 BC 0.52 WB 0.10 Matrix-P DEFL. in Vert(LL) 0.15 Vert(CT) 0.13 Horz(CT) -0.00 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 3=Mechanical, 4=0-8-0 Max Horz 4=469(LC 5) Max Uplift 3=-1117(LC 5), 4=1314(LC 8) Max Grav 3=970(LC 25), 4=1238(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-287/136, 2-3=-247/260 BOT CHORD 3-4=-456/232 WEBS 1-3=-201/343 4x6 = (loc) I/defl Ud PLATES GRIP 3-4 >389 240 MT20 244/190 3-4 >448 180 3 n/a n/a Scale - 1:26.1 Weight: 39 lb FT = 20% Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 9-0-8 oc bracing. NOTES- (9) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Enci., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=1117,4=1314. 6) Use Simpson Strong -Tie LUS26 (4-1 Od Girder, 4-1 Old Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 3-0-12 to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-72, 3-4= 20 Concentrated Loads (lb) Vert: 5=862(F) 6=-861(F) ,,,`eOPQUiN•at VFW441 IVO 681':8.2 • S OF • • ,i '�� •'•., R 1 p • GN,1a °°1 Joaquin Velei PE No.68182 MiTek USA, Inc.. FL Ceft.6634. '69b4 Parke East Blvd. Tampa FL 33610 Dater May 8,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMI( REFERENCE PAGE MI1.7473 rev. 10/032015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is far an Individual building component, not at russ system. Before use, the building designer must verify 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 MI 00M1" 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?P/1 Quality Criteria, DSB-99 and BCS/ Building Component 6904 Parke East Blvd. Sa"Informadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job • Truss Truss Type Qty Ply Coastal Construction_2332188 WATERSONG T20172528 2332186 WATERSONG VT Valley 1 1 Job Reference (optional) Builders First b'ource, Plant ctry, FL - 320150, o.c40 s mat "cucu ivu i crt muumnno, mc. rr wmy o , r, rv. ro tutu rayo , I D:JtHSm_VepG 13hfwsRWAELZzvS?N-RkJKhz1 QsmOASltjpgpcykHOfslS?i5WpYyT7zlapf 3-" 3-0-0 — - 1 d 3x4 i 2x4 II 2x4 II 2 3 Scale = 1:11.6 LOADING (psf) SPACING- 2-0=O CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 16.0 Lumber DOL •. 1.25 BC 0.02 , Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017IrP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING; TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP N0.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=2-11-9, 3=2-11-9 Max Horz 1=141(LC 9) Max Uplift 1=88(LC 12), 3=-113(LC 12) Max Grav 1=95(LC 17), 3=123(LC 17) FORCES. Qb), -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 3-0-0 oc purtins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf, BCDL=3.Opsf; h=35ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. . 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except at=lb) 3=113. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." .0. OU I N �'VF'�eJ�. •` , �:��C E:NSF � ,ems . o e OF R ..;O.R O CjN Vie., Joaquin Velez PE.No.68182 MITek USA.,,Inc. FLCert 66M. '60 1pi itie;Fast BlA Tariipa FL 33610 D'ateY May 8,2020 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE MI-7473 rev. 101032016 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 ■■::�Y■ 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 property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSNTP11 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 P)'�- RIn) T''�-'2�n 2 - o � 99 Z185-2 P--- l Symbols PLATE LOCATION AND ORIENTATION 3j4' 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��16 For 4 x 2 orientation, locate plates 0- 'lid' from outside Numbering System 64-8 dimensions shown in ft-insixteenths (Drawings not to scale) 1 2 3 TOP CHORDS c1-2 c2-3 WEBSmayrequire 2 " O dUstack 0 cr$ �� l'- jh4 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves bracing, or alternative Tor I 3. Never exceed the design loading shown and never 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. BOTTOM CHORDS edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT z. the environment in accord with ANSIlrPI 1. „ Plate location details available in MiTek 20120 NUMBERSILETTERS. software or upon request. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 X 4 width measured perpendicular ESR-1311, ESR-1352;,ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at output. Use T Or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ,rp 18. Use of green ortreated lumbermay pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSIrrPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSIfrPI 1 Quality Criteria Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015