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HomeMy WebLinkAboutTruss1602 INDUSTRIAL PARK DR PLANT CITY FL Phone: (813) 759-5922 Fax:(813) 752-1532 http:/Ayww.bldr.com - 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 COASTAL CONSTRUCTION AND DESIGN 32 WATERSONG WA Lot-39 WATERSONG Layout:39_1_LAY Date: 08/06/18 Revision History: Rev1:[???] Rev2:[???] Rev3:[???] 1 ST FLOOR SCALE: N.T.S. = 1' -0" SHEET iof2 ," no nn Hatch Legend PT. HGT. 9' PT. HGT. 1 V-8" x x CONV. FRAMING BY BLDR. 3RD FLOOR O'� haBulders FirstSource. Builders FirsfSource 1602INDUSTRI4L PARK DR PLANT CITY FL Phone: (813) 759-5922 Fax:(613) 752-1532 hfp://www.bldr.com - 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 FrstSource. - 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 Feld Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions COASTAL CONSTRUCTION AND DESIGN 2 WATERSONG WA Lot-39 WATERSONG Layout: 39_3_LAY Date:08/06/16 Revision History: Rev I: [???] Rev2: [???] Rev3: [???] N.T.S. = 1'-0" 2of2 File C®n - MiTek 9 RE: 1491466 MiTek USA, Inc. 39 WATERSONG - COASTAL CONSTRUCTION AND 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Project Customer: COASTAL CONSTRUCTION Project Name: 1491466 Lot/Block: 39 Subdivision: WATERSONG Address: 4238 WATERSONG ST. City: ST. LUCIE State: FL - ` General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind. Code: ASC.E 7-10. Wind Speed: 180 mph Design Method: MWFRS (Envelope)/C-C hybrid Wind ASCE 7-1 Rool' Load: 37.0 psi' Floor Load: N/A psf This package includes 39 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T14764224 al 8/7418 26 T14764249 cj5 8/7/18 2 T14764225 a2 8/7/18 27 T14764250 c15a 8/7/18 3 T14764226 a3 8/7/18 28 T14764251 ej5a 8/7/18 4 •T14764227 a4 8/7/18 29 T14764252 e15b 8/7/18 5 T14764228 a5 8/7/18 30 T14764253 e15c 8/7/18 6 T14764229 8/7/18 31 T14764254 e17 8/7/18 7 T14764230 mgl aFt7 8/7/18 32 T14764255 el7a 8/7/18 8 T14764231 ah9 8/7/18 33 T14764256 el7b 8/7/18 9 T14764232 ah1 i 8/7/18 34 T14764257 h15 8/7/18 10 T14764233 ah13 8/7118 35 T14764258 h15a 8/7/18 11 T14764234 ah15 8/7/18 36 T14764259 h17 8/7/18 12 T14764235 bi 8/7/18 37 T14764260 h17a 8/7/18 13 T14764236 bggrl 8/7/18 38 T14764261 h 7b 8/7/18 14 T14764237 bFi7 8/7/18 39 T14764262 v1i 817/18 15 T14764238 c 8/7/18 16 T14764239 ci 8/7/18 17 T14764240 cggr 8/7/18 18 T14764241 cfi5 8/7/18 19 T14764242 ch7 8/7/18 20 T14764243 cj1 8/7/18 21 T14764244 c11 a 8/7/18 22 T14764245 c11 b 8/7/18 23 T14764246 c13 8/7/18 24 T14764247 cl3a 8/7/18 25 T14764248 cj3b 8/7/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. Florida COA:6634 IMPORTANT NOTE: The seat on these truss component designs is a certification that the engineer named is licensed in the lurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI TPI 1, Chapter 2. l of 1 0,���9f111►�II,I 1'& I N ,O No 68182 o �; r �0: STATEPF :��/:1 i ...... Joaquin Velez PE No.68182 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 August 7,2018 Velez, Joaquin File Copy Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND � T14764224 1491466 Al Roof Special 6 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 Mi Tek inausmes, inc. rue Aug / 10:23:0/ 2018 F-aye 1 I.D:RU 19oi4tySPANFe5bXTKcLygagL-uhgLuffs9HnXKuvKjZOyp5tslvmt483L1_?juUygGYY 2-4-0 2 134-8-0 10.4.0 16-0-0 17-8-0 23-6-0 29-8-0 32-0-0 2-4.0 0- -13 2-3-3 5-6-0 5-8-0-N 6-0-0 2-0-0 5x6 = 7.00 12 ST1.5xB STP = 4x4 11 ST1.5x8 STP = 7x8 = 2x4 II 12x14 = Scale=1:63.0 LOADING (psf) TOLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TO 0.45 BC ' 0.90 WB 0.58 Matrix-SH DEFL- Vert(LL) Vert(CT) HOrz(CT) Wind(LL) in (loc) Well Ud -0.28 12-13 >999 480 -0.58 12-13 >561 180 0.08 10 n/a n/a 0.11 12-13 >999 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 260lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc puriins. BOT CHORD 2x6 SP No,2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-14,6-11: 2x4 SP No.3 WEBS 1 Row at midpt 4-12, 5-12, 10-12, 7-10 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 15=117210-8-0, 10=1196/0-8-0 Max Horz 15=-607(LC 8) Max Uplift 15=-1008(LC 12), 10=-1027(LC 13) r Max Grav 15=1193(LC 19),10=1196(LC 1) 00RCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-332/105, 2-3=-2331/1232, 3-4=-2703/151.9, 4-5=-1834/1275, 5-6=-2312/1627, 6-7=-2120/1416, 7-8=-454/198, 8-9= 318/0 -BOT CHORD 1-15=-128/354, 3-13=-574/485, 12-13=-948/1614, 6-12= 445/449, 9-10=-2/251 WEBS 13-15=-445/693, 2-13= 1200/1961, 4-13= 457/731, 4-12=-991/774, 5-12=-1118/1670, 10-1 2=-764/1432, 7-12=495/472,8-10= 744751,2-15=-1847/1257,7-10= 1947/1618 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. ,`tell111"1e,, 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., `��� QVIN VF 't GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 16-0-0, Extedor(2) 16-0-0 to 19-0-0, Interior(1) � QP • •. 19-0-0 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber ...... E N S ° •. �� DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. NO 68182 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 Qt=lb) :'il 15=1008, 10=1027. i S VC F 7) 'This manufactured product is designed as an individual building. component. The suitability and use of this component for any oo Q, ', �.e particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �i�'� '+�4 ����� s •.,0 R � , G w Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 ® WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE Design valld for use only with Mffen0 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 We 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, seeANSLMII Auallly Cdleda, DS8-8P and BCSI BuUdNg Component 6904 Parke East Blvd. Safety lnlonaatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply 39 WATERSONG -COASTAL CONSTRUCTION AND L Y T14764225 1491466 A2 ATTIC 12 1 Job Reference (optional) Builders I-irstbource, I ampa, Nlam cny, rlonaa 3sbbb o.ccv away <-r cu ! o w cn ,I Imo— .., u. . k, y , I D: RU 19oi4tySPANFe5bXTKcLygag L-MtEj6?gUwbvOy2UXHGvBLIci2bJ43pol V_dkGQwygGYX 6.3-2 11-10.4 16-0-0 20-1-12 25-8-14 32.0.0 6-3-2 5-7-2 4-1-12 4-1-12 5-7-2 6-3-2 5x6 = ST1.5x8 STP = 7x10 = 7x10 = ST1.5x8 STP = Scale = 1:62.6 6x8 = I 6x8 = 2-0-0 2 0 11-10-4 20-1-12 29-8-0 3 32-0-0 2-0-0 4 0 9.6-4 - 8.3-8 9-6-4 0 0 2-0-0 Plate Offsets (X Y)-- [3:0-5-0 0-4-8] [7.0-5-0 0-4-8] [10.0-3-8 0-4-8] [11.0-3-8 0-5-0] [12:0-3-8 0-5-0] [13:0-'3-8 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.39 12-13 >842 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.41 12-13 >805 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 MatrixSH Attic -0.13 11-12 757 360 Weight:241 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc pudins. BOT CHORD 2x6 SP N0.2 *Except* BOT CHORD rigid ceiling directly applied or 7-8-9 oc bracing. 11-12: 2x6 SP M 26 WEBS 1 Row at midpt 3-13. 7-10 WEBS 2x4 SP-No.3 *Except* JOINTS 1 Brace at Jt(s): 14 6-11,4-12: 2x4 SP No.2, 4-6: 2x6 SP No.2 REACTIONS. (lb/size) 13=1534/0-8-0, 10=1534/0-8-0 / Max Horz 13=-607(LC 8) Max Uplift 13=-716(LC 12), 10=-716(LC 13) Max Grav 13=1747(LC 20), 10=1747(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-372/105, 2-3=-298/130, 3-4=-2687/921, 4-5=-754/431, 5-6=-754/431, 6-7=-2687/921, 7-8= 297/130, 8-9=-372/107 BOT CHORD 1-13=-11/364, 12-13=-602/1910, 11-12=-241/1931, 10-11=-489/1768, 9-10= 11/364 WEBS 6-11=0/543, 7-11= 226/658, 4-12=0/543, 3-12=-222/655, 4-14=-20091756, 6-14= 2009/756, 5-14= 96/393, 3-13=-2493/1159, 2-13= 522/481, 7-10= 2493/1159, 8-10=-522/481 NOTES- (10)QV�N 1) Unbalanced roof live loads have been considered for this design. �� �P •. • • • • • • . ��.` �i� 2) o019 GCpi=0 18; MW FRS (envelope) and C-C Exterior(2) 0-0-0 o 3 0-0 Inntterior(l) 3-0-0 to 16-0-0, Exterior(2) 16-0-0 0 0, Interior(1) 19-0-0 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber No 68182 DOL=1.60 plate grip DOL=1.60 3) 200.0Ib AC unit load placed on the bottom chord, 16-0-0 from left end, supported at two points, 5-0-0 apart. live loads. * : = m 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 4-14, 6-14; Wall dead load (9.Opsf) on member(s).6-11, 4-12 i S O F y O �•. 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 11-12 •� i�'� • Q;•�\ �� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) �j�Vt1 •• ; R 1,. •• G ,,� 13=716,10=716. �`,�� 9) Attic room checked for U360 deflection. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any 11111141 "` particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Joaquin Velez PE No.68182 MITek USA, Inc. Fl. Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE MO-7473 rev. JOV312015 BEFORE USE. Design valid for use only with NlffekV connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into The overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WeW 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, seeANSUIPII OualCyCdtetla, DSO-89 and SCSI Bugdhw Component 6904 Parke East Blvd. Satetylntonnatlonovallable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND ( T14764226 1491466 A3 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Tue Aug 7 10:23:09 2018 Page 1 ID:RU19oi4tySPANFe5bXTKcLygagL-g4o5JLg6hu1 FZC3jr_QQuWz9ljZiY2SeDHUpyNygGYW 7-6-13 15-0-0 17.0-0 1 24-5-3 32-0-0 7-6-13 7-5-3 2-0-0 7-5-3 7-6-13 0 0 0 6x8 = 7x8. = 7 nn F4-:7 — 13 — 9 -- _ ST1.5x8 STP = 3x4 = 4x6 = 4x8 = ST1.5x8 STP = 2-0-0 7x8 = 7x8 = Scale = 1:59.8 LOADING (psf) TCLL 20.0 TCDL 7.0 SCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FB02017,rFP12014 CSI. TC 0.64 BC 0.36 WB 0.59 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (roc) I/detl L/d -0.09 10-12 >999 480 -0.14 10-12 >999 180 0.03 9 n/a n/a 0.07 10-12 >999 240 PLATES GRIP MT20 244/190 Weight: 242lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheajhing directly applied or 4-0-5 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-10, 3-13, 6-9 REACTIONS. (lb/size) 13=1184/0-8-0, 9=1184/0-8-0 Max Horz 13=-570(LC 10) Max Uplift 13=-1005(LC 12), 9=-1005(LC 13) Max Grav 13=1187(LC 19), 9=1184(LC 1) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TIOP CHORD 1-2= 319/0, 2-3= 353/179, 3-4= 2087/1537, 4-5=-1751/1447, 5-6=-2074/1528, 6-7=-355/177, 7-8= 322(0 BOT CHORD 1-13=0/301, 12-13=-977/1483, 10-12=-507/963, 9-10=-964/1481, 8-9=0/303 WEBS 3-12=-567/523, 4-12=-352/637, 4-1.0= 426/436, 5-10=-363/610, 6-10=-564/524, 3-13=-1915/1621, 2-13— 573/587, 6-9— 1911/1625, 7-9=-576/590 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; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-0-0, Exterior(2) 15-0-0 to 21-2-15, `11� QUI N Interior(1) 21-2-15 to 32-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; �1....... Lumber DOL=1.60 plate grip DOL-1.60 4,� , • '� G ENS �Pv 3) Provide adequate drainage to prevent water ponding. �� F �00 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : No 68182 0 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 = :: All 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 Qt=lb) 13=1005, 9=1005. -0 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any S F F particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 10 0 <lL NAL t�1111111% Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd; Tampa FL 33610 Date: August 7,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE M0-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MlTekV 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 Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent of 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, seeANSYM11 QuallfyCrBedd, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety OVomtallonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply - COASTAL CONSTRUCTION AND i 1 �39WATERSONG . ` T14764227 1491466 A4 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2U1 a MI I eK Industries, Inc. I ue Aug 1 1023:1 U zu 10 r-aye 1 I D: RU 19oi4tySPAN Fe5bXTKcLygagL-IGMTW hhlSC96 BMdvPhxfRjVHo7vvH W ioSxDNVpygGYV 5-6-13 11-0-0 21-0-0 26-5-3 32-0-0 5-6-13 5-5-3 10-0-0 5-5-3 5-6-19 6x8 = 5x8 = 3 . 14 15 Scale = 1:55.9 0 1� 0 3x8 I 4x6 = 4x6 = 5x8 = 3X3x112 3x12 MT20HS I I MT20HS I 2-0-0 11-0-0 21-0-0 30-0-0 32-0-0 2-0-0 1 9-0-0 10.0-0 9-0-0 2-0-0 Plate Offsets (X,Y)-- [1:0-0-4,1-1-13], [1:0-7-8,0-1-2], (2:0-4-0,0-4-0], [3:0-5-4,0-3-12], [4:0-4-12,0-3-0], [5:0-4-0,0-4-0]; [6:0-7-8,0-1-2], [6:0-0-4,1-1-13], [7:0-4-12,0-1-8], [11'0-4-12 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.88 Vert(LL) -0.06 8-10 >999 480 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.13 8-10 >999 180 MT20HS 187/143 BOLL 0.0 Rep Stress Incr YES W B 0.53 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.06 8-10 >999 240 Weight: 226lb Ff=20% LUMBER- BRACING - TOP CHORD 2x6 SP No-2 TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-5 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-10, 3-8, 5-8 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 REACTIONS. (lb/size) 11=1184/0-8-0, 7=1184/0-8-0 Max Horz 11 =-420(LC 10) Max Uplift 11=-948(LC 12), 7=-948(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-383/188, 2-3=-1636/1524, 3-4=-1608/1559, 4-5=-1636/1522, 5-6=-385/197 BOT CHORD 1 - 11 =-255/468, 10-11=-552/726, 8-10= 8821966, 7-8= 264/469, 6-7= 264/469 WEBS 2-10= 812/781, 3-10=0/284, 3-8= 286/287, 4-8=0/318, 5-8=-809/768, 2-11— 1727/1770, 5-7= 1726/1768 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. e`1j111fi � 1 11j]IS®s 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., ,%.0 QV IN VF Ism GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 fo 11-0-0, Exterior(2) 11-0-0 to 15-2-15, .N ON • • • • •+ �� Interior(1) 15-2-15 to 21-0-0, Exterior(2) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 32-0-0 zone; cantilever left and right exposed ;C-C q� �J �.�� �, E N 5�.•� ��, for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 o 3) Provide adequate drainage to prevent water ponding. No 68182 4) All plates are MT20 plates unless otherwise indicated. * * o 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle -3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) i �i S OF CLI i 11=948, 7=948. 10 A. •���(/.w 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any oi''� •.• ( 0 Q:• N particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Joaquin Velez PE No.68182 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M11-7473 rev. 1041312015 BEFORE USE �P Design valld for use only with Milekg connectors. This design is based only upon parameters shown, and is for an Individual building component, hot a inns 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.guldance regarding the storage, delivery, erection and bracing of trusses and truss systems, seeANS►/IPII AualByCiBerld, DSB-89 and BCS1 Bulfding Component 6904 Parke East e East Blvd.fabrication, Safety thformationavallabie from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, Job Truss Truss Type city Ply 39 WATERSONG - COASTAL CONSTRUCTION AND i 1 T14764228 1491466 A5 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 S May 24 2016 MI I eK Industries, Inc. I ue Aug i i u:23:1 i 2u18 Page i ID:RU 19oi4tySPANFe5bXTKcLygagL-mSwrkl iNDW HzpVC6yPSuzx2VAW FvOsl xgbzwl FygGYU 4-6-13 9-0-0 17-0-0 20.0-0 25-11-3 32-0-0 4-6-13 4-5-3 8-0-0 3-0-0 5-113 6-0-13 Scale=1:54.7 5x6 = 0 Io 3xB I I 5x8 = 4x6 = 5x8 = 7x10 = Plate Offsets (X Y)-- [2:0-4-0 0-3-8] [9:0-3-8 0-4-12] [13:0-4-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.06 10-12 >999 480 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.11 10-12 >999 180 BCLL 0.0 Rep Stress Incr • YES WB 0.97 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.09 10-12 >999 240 Weight: 230lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-12 REACTIONS. (lb/size) 13=118410-8-0, 9=1184/0-8-0 Max Harz 13=456(LC 9) Max Uplift 13=-1094(LC 12), 9= 965(LC •13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1746/1583, 3-4=-1790/1556, 4-5=-1850/1576, 5-6=-1799/1476, 7-8=-377/17 EI'bT CHORD 12-13=-479/635, 10-12= 1296/1545, 9-10=-880/1237, 8-9— 44/365 WEBS 2-12= 11071901, 3-12= 88/340, 4-12=-391/413, 4-10=-109911219, 5-10= 1074/1263, 6-10=-263/321, 2-13=-1640/1701, 6-9=-1801/1696, 7-9=-417/476 NOTES- (7) 1) Unbalanced roof live loads have been considered fog this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3,Opsf; h=3511; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterfor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0.0, Exterior(2) 9-0-0 to 12-0-0, Interfor(1) 12-0-0 to 20-0-0, Exterior(2) 20-0-0 to 23-0-0, Interior(1) 23-0-0 to 32-0-0 zone; cantilever left and right exposed for members I l i lljl��� ;C-C `IIII and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to water ponding. ,101 Qv�N • e. �� �j� prevent 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • `"O, QP` , v� ,•.•'� Ci E N S ' •. �4P V F ••, �� 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. v No 68182 •�: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) * 13=1094, 9=965. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any the building designer ANSI TPI 1 as referenced by the building code." A . -0 >z particular building Is the responsibility of per ; S OF ` 003 I111111 Joaquin Velez PE No.68182 MiTek,USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buliding 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, seeANSVWII QualifyCrfleda, DS9.89 and BCSI Building Component 6904 Parke East Blvd. Safety lnfomlationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply 39 WATERSONG - COASTAL CONSTRUCTION AND { I T14764229 1491466 AGR1 Roof Special Girder 1 2 Job Reference (optional) Builders FirstSource, I ampa, 2-4-0 want urry, Fionaa 33bbb 7-0-0 1 8-0-0 "Special" indicates special hanger(s),or other connection device(s) required at location(s) shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. 2-0-0 O.eeV S IVIdy 4Y GV I O IVII I—lI luU-1—, I— l—rtue , Iv.ca.to SPAN Fe5bXTKcLygag L-Eff ExNj?_pPpQfnl W 6z7W 8bj8wVzISG4vFi UZhygGYT 25-11-3 32-0-0 5-11-3 6-0-13 5x6 = 6x8 = THJA26 NAILED 3x4 = 4x6 = 5x8 = 6x8 = 11-5-5 HTU26 Scale = 1:55.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.51 BC 0.71 WB 0.39 Matrix-SH DEFL. in (loc) Well Ud Vert(LL) 0.27 12-13 >999 240 Vert(CT) 0.24 12-13 >999 180 , Horz(CT) -0.04 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 448 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 13=2121/0-8-0, 9=1529/0-8-0 Max Horz 13=456(LC 5) r Max Uplift 13=-2674(LC 8), 9= 1482(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-518/786, 2-3= 548/961, 3-4=-3003/3628, 4-5=-1626/1749, 5-6=-1645/1777 ErOT CHORD 1-1 3=-614/423,12-13= 2462/1864, 10-12= 3267/2884, 9-10=-1119/1186 WEBS 3-13=-1941/2226, 3-12= 1409/1563, 4-12=-979/387, 4-10= 1998/2647, 5-1 0=-1 419/1262, 6-10= 453/292, 6-9=-1514/1556, 7-9=-198/332, 2-13=-479/355 NOTES- (14) 1) 2-ply truss to be connected together with 1 Od (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 follows: 1 row at connected as 2 All loads are considered equallyapplied to all9 lies, except if noted as front F or back B face in the LOAD CASE $ section. PI to q YP P O O O Y ova°QV IN -1/ , ply connections have been provided to distribute only loads notedas (F) or (B), unless otherwise indicated. C)P` ,.. • • •+. �j , E �•®® 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=35f; Cat. II; Exp D; Encl., vs� ..••� (�, N V^ �v y F•••, o� GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 No 68182 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �. will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) s -0 : Si -S F w� 13=2674; 9=1482. 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 trusses) to ••• f3 front face of bottom chord. ♦ems. • • • • • •' �% `o 10) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 9-11-4 from the left end to ��e�o, 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"x3.25") toe -nails per NDS guidlines. Joaquin Velez PE'No.68162 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 176 lb down and 551 lb up at MITek USA, Inc. Fl. Cert 6634 6904 Parke East Blvd: Tampa FL 33610 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. Date:. 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." August 7,2018 ® WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 101=015 BEFORE USE. Design Valld for use only with MITekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding 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, seeANSUIPII Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety lntomnationavallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND [ t T14764229 1491466 AGR1 Roof Special Girder 1 2 Job Reference (optional)' Builders FirstSource, Tampa, Plant City, Florida 33566 8.22u s may z4 zui u MI I ek industries, Inc. I ue Aug r i 0:23:i a zu I a rage z I D: RU I goi4tySPAN Fe5bXTKcLygagL-irl c9ijdl7Xg2pM U4pUM2M7uuKrCU uW EBvS158ygGYS LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-8= 54, 1-8=-20 Concentrated Loads (lb) Vert: 3=-80(F) 14=-57(F) 15=-1(F) 16=-30(F) 17=-1114(F) ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev. 10/0312015 BEFORE USE. Design valld for use only with tvTTekO connectors. This design Is based only upon parameters shown, and is for on Individual building component, not �n 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 M!Tek' 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, brectlon and bracing of trusses and truss systems, seeANSYIPII QualifyCATerta, DSB-09 and Ill Building Component 6904 Parke East Blvd. Safety lnformaRonzivailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Fl- 33610 Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND r I T14764230 1491466 AH7 Hip Girder 1 2 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Tue Aug 7 10:23:18 2018 Page 1 1 D: RU 19oi4tySPAN Fe5bXTKcLygagL-3orVCQnmaf9zBaFStN4Xl PrgCLex997zHB9onLygGYN 2-4:7-0-0 16-0-0 25-0-0 29-8-0 32-0-0 2-4-00 4-8-0 9-0-0 9-0-0 98-0 2-4-0 0 0 Special 6x8 NAILED, NAILED NAILED 3 14 15 16 NAILED NAILED NAILED = Special 6x8 = NAILED NAILED 5x6 6x8 = 17 4 18 19 20 5 6 6x8 __ THJA26 NAILED 3x4 = NAILED 4x6 — NAILED 3x4 = NAILED THJA26 6x8 NAILED NAILED NAILED NAILED 16-6-0 2-0-0 01410 9-1-5 5-0-11 ' 4-0-11 9-1-5 Scale = 1:53.7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.19 12-13 >867 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) 0.18 12-13 >910 180 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(CT) -0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 422 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 11=298/0-8-0, 13=1329/0-8-0, 9=1329/0-8-0 Max Harz 13=270(LC 5) Max Uplift 11=-681(LC 5), 13=-2707(LC 8), 9=-2707(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-248/586, 2-3=-245/777, 3-4=-1515/3911, 4-6=-1514/3928, 6-7=-245/773, 7-8= 247/581 BOT CHORD 1-la=-456/197, 12-13= 2742/1056, 11-12=-4825/1941, 10-11=-4825/1.941, 9-10=-2593/1056, 8-9— 454/197 WEBS 2-13=-436/400,3-13=-1248/2913,3-12=-1729/643,4-12=-588/1328,4-10=-588/1325, 6-10=-17221643, 6-9— 1248/2905, 7-9=-436/400 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. �P • •++ psi 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 ' +�� �0 ..•' G E N S+ • • s' �® ti F•••• �� 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. : 0 6818 •� 4) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf, h=35ft; Cat. 11; Exp D; Encl., * GCpi=0.18; MW FRS (envelope); cantilever 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 ST O F •'. 1!/ will fit between the bottom chord and any other members.. to bearing 100 lb except �� 0 e A%(0 P ••��,�4 8) Provide mechanical connection (by others) of truss plate capable of withstanding uplift at joint(s) Qt=lb) f3 ��0� s � •• •"'+• • • �� o� e THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 7-0-6 from the left end to connect truss(es) to 9) Use Simpson Sarong Ti 0% front face of bottom chord. I �O�N AV 11, 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. Joaquin Velez PE No.68182 11) Fill all nail holes where hanger is in contact with lumber. MITek USA, Inc. FL Cart 6634 12) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148" x3.25") toe' -nails per NDS guidlines. 6904 Parke East Blvd: Tampa FL 33610 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb down and 551 lb up at Dale: 7-0-0, and 127 lb down and 551 Ito up at 25-0-0 on top chord. The design/selection of such connection device(s) is the August 7,2018 res onsibili of others. oratlnue on page 2 ALWARNING Verily design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE Mll-7473 rev. 10/03/201S BEFORE USE. Design valid for use only with M;Tekb connectors. This design Is based only upon parameters shown, and is for on Individual building compohent 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 only. Additional temporary and permanent bracing . MiTeW prevent members 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, seeANSUIPII Aual6yCitlerla DS9-89 and BCSI BuOd/ng Component 6904 Parke East Blvd. Safety lnfoonaRorcvailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND [ ) T14764230 1491466 ` AH7 Hip Girder 1 2 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 S May 24 2U1 B MI I eK maustrles, Inc. I us Aug / 1 U:"L'J:1tl zu1 tl rage z I D:RU 19oi4tySPAN Fe5bXTKcLygag L-3orVCQnmaf9z8aFStN4Xl PrgCLex997zHB9onLygGYN 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=-54, 3=6=-54, 6-8= 54, 1-8= 20 Concentrated Loads (Ib) Vert: 3=-80(F) 5=-42(F) 6=-80(F) 14=-42(F) 15=-42(F) 16=-42(F) 17=-42(F) 18=-42(F) 19=-42(F) 20=-42(F) 21=-1(F) 22=-12(F) 23=-12(F) 24=-12(F) 25_ 12(F) 26=-12(F) 27=-12(F) 28=-12(F) 29=-12(F) 30=-l(F) ® WARNING- verity design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with tv11Tek9 connectots. This design is based only upon parameters shown. and Is for an Individual binding component not �t a In= system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW building design. Bracing prevent of 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, seeANSU1PI1 Aual9yCrReft D8849 and BCSI Bu9d/eg Component 6904 Parke East Blvd. =119tylnlonnatl6mvallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply 39 WATERSONG - COASTAL CONSTRUCTION AND > D T14764231 1491466 AH9 l Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 0 1 6 2-4-0 6-8-0 8.220 s May 24 2018 MiTek Industries, Inc. Tue Aug 7 10:23:19 2018 Page 1 I D: RU 19oi4tySPANFe5bXTKcLygagL-X?PtPmoOKzHgmkpeQ4bml dNwMl_Fudt6W rvLJnygGYM 16-0-0 7-0-0 6x8 = Sx6 = 3 15 4 16 6x8 = 6-8-0 2-4-0 7x10 = 3x4 = 4x6 = 3x4 = 7x10 = 11-5-5 29-8-0 Scale=1:53.7 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171FP12014 CSI. TC 0.51 BC 0.35 WB 0,34 Matrix-SH DEFL, in (foe) Well Ud Vert(LL) -0.04 8-9 >999 480 Vert(CT) -0.10 8-9 >999 180 Horz(CT) -0.03 8 n/a n/a Wind(LL) 0.06 11-12 >999 240 PLATES GRIP MT20 244/190 Weight: 221 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-8 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-12, 5-8 REACTIONS. (lb/size) 10=17710-8-0, 12=1096/0-8-0, 8=1096/0-8-0 Max Horz 12= 345(LC 8) It Max Uplift 10= 110(LC 9), 12=-878(LC 12), 8=-882(LC 13) Max Grav 10=221{LC 2), 12=1096(LC 1), 8=1096(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ?'OP CHORD 2-3_ 715/470, 3-4= 1420/1486, 4-5= 1420/1487, 5-6= 715/469 BOT CHORD 11-12=-839/804, 10-11= 1257/1113, 9-10= 1257/1113, 8-9=-804/804 WEBS 2-12=-977/948, 3-12= 812/1134, 3-11=-321/356, 4-11= 326/549,.4-9=-326/549, 5-9= 311/356, 5-8=-812/1133, 6-8=-977/948 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; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-'0 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 23-0-0, Exterior(2) 23-0-0 to 27-2-15, Interior(1) 27-2-15 to 32-0-0 zone; cantilever left and right exposed ;C-C for `��� QV I N 'VF I'� members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 et 0P` .. �� it 3) Provide adequate drainage to prevent water ponding. +++ ..••� G•E IV, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •'•, is 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 a No 68182 will fit between the bottom chord and any other members, with BCDL = I O.Opsf, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 10=110, 12=878, 8=882. 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." S OF 44J +; Joaquin Velez PE No.68182 MITek USA, Inc. FLEert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. ' Design vaild for use only with MITekD connectors. This design is based.only upon parameters shown, and is for an Individual b ffd{ng component, trot a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Bracing Indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW building design. prevent of 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, seeAMWMII QualityCrfteda, DSB-89 and SCSI SugdIngComponent 6904 Parke East Blvd. Safetylntofmatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 39 WATERSONG -COASTAL CONSTRUCTION AND [ l T14764232 1491466 AH11 Hip 11 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Tue Aug 7 10:23:13 2018 Page 1 I D:RU 19oi4tySPANFe5bXTKcLygagL-ir1 c9ijdl7Xg2pM U4pUM2M7gJ KyFUmXE8vS 158ygGYS 5-6-13 11-0-0 21-0-0 29-8-0 32-0-0 5-6-13 5-5-3 10-0-0 8-8-0 2-4-0 0 0 0 7x10 = 14 15 6x8 = 11 18 19 10 9 7x10 = 6-4-5 7x10 = 4x6 = Scale=1:54.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CS1. TC 0.73 BC 0.26 WB 0.90 Matrix-SH DEFL. in (loc) 1/defl Ud Vert(LL) -0.01 10-11 >999 480 Vert(CT) -0.02 7-8 >999 180 Horz(CT) -0.01 9 n/a n/a Wind(LL) 0.01 7-8 >999 240 PLATES GRIP MT20 244/190 Weight: 219 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x6 SP No,2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-10, 4-10 REACTIONS. All bearings 14-6-0 except (jt=length) 7=0-8-0, 9=0-3-8. (lb) - Max Harz 11=-421(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 9 except 11=-1021(LC 12), 10= 477(LC 8), 7= 568(LC 13) Max Gray. All reactions 250 lb or less at joint(s) except 11=1209(LC 19), 10=473(LC 24), 7=636(LC 24), 9=296(LC 3) rORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-428/616, 2-3=-626/944, 3-4=-141/389, 4-5= 383/369, 5-6= 272/169 BOT CHORD 1-11=-634/528, 10-11=-986f756, 7-8=-237/369, 6-7=-237/369 WEBS 2-11= 864/694, 3-11=-1160/1105, 3-10=-94/261, 4-10=-1060/1049, 4-8=46/269, 5-8=-559/392, 5-7=-908/1016 0 I7 0 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 Cat. 11; Exp D; Encl., ►9►y►D GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, %`It N Interior(1) 15-2-15 to 21-0-0, Exterior(2) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 32-0-0 zone; cantilever left and right exposed ;C-C �+� for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 qp , _. ' (} E N S "• �� 3) Provide adequate drainage to prevent water ponding. ti F•••; v' 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 68182 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. :• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except Qt=lb) 11=1021, 10=477, 7=568. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any 's S OF 44J+ particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." „ e i op ls�it�r�el►tt►N► Joaquin Velez PE No.68182 MITek USA, Inc. R. Cert 6634 004 Parke East Blvd, Tampa R. 33610 Date: August 7,2018 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 1010312015 BEFORE USE. Design valid for use only wlfh Mfie.M connectors. This design Is based only upon porometens shown, and Is for an Individual building component hat a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage.. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSLWII GualBy CrB®da, OSB-89 and BCSI guildIng Component 6904 Parke East Blvd. Safety InformaRonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND t T14764233 1491466 AH13 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Tue Aug 7 10:23:15 2018 Page 1 I D:RU 19oi4tySPANFe5bXTKcLygag L-fD9MaOItHknOH7W tBEXg8nDFt8X?ynlXbDx8AOygGYQ 2-4-0 7-8-0 13-0-0 19-0-0 24-4-0 29-8-0 32-0-0 2.4.0 5-4-0 5-4-0 6-0-0 5-4-0 5-4-0 2-4-0 6x8 = 14 15 6x8 = ST1.5x8 STP = 7x10 — ST1.5x8 STP = 7x10 = 7x10 = 2-0-0 2-4.0 16.0-0 , 29-8-0 2-0-0 Scale = 1:54.3 0 IT 0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 CSI. TC 0.41 BC 0.69 WB 0.47 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Lid -0.13 10-11 >999 480 -0.27 10-11 >999 180 0.03 9 n/a n/a 0.05 10 >999 240 PLATES GRIP MT20 244/190 Weight: 233lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-1 oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-8 oc bracing, WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-11, 3-10, 6-10, 6-9 REACTIONS. (lb/size) 11=1184/0-8-0, 9=1184/0-8-0 Max Harz 11 =-495(LC 10) Max Uplift 11=-980(LC 12), 9— 980(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-358/0, 2-3=-517/217, 3-4=-1650/1464, 4-5=-1700/1462, 5-6=-1650/1464, 6-7-517/217, 7-8= 358/0 BOT CHORD 1-11=0/283, 10-11= 980/1264, 9-10= 966/1264, 8-9=0/283 WEBS 2-11=-65W717, 3-11=-1475/1594, 3-10=-536/455, 4-10= 167/416, 5-1 0=- 166/416, 6-10=-536/456, 6-9= 1475/1594, 7-9=-659/717 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 Cat. II; Ep D; Encl., 2-15io Exterior(2) 19-0-0 to 23-2-115, Interio 23-2-15)to 32-001zo e; cantilever left and right exposed Interior(l) 19-0-0, (1) ;C-C ,�0VIN ��� ��j for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 `��� OPQ . • • • • . , E N ••. moo® 3) Provide adequate drainage to prevent water ponding. oo ..••�(, S' •• F ••. �� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. �� 5 This truss has been designed for live load of 20.0 sf on the bottom chord in all areas where a rectangle 3-6-0 tall b 2-0-0 wide ` 9 P g y w • No 68182 • 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=980, 9=980. 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." it o LC S OF W .0A,< R 1 �18111I1 Joaquin Velez PE'N6.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 1110.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MffekO connectors. This design Is based only upon parameters shown. and Is for an Individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANWWII Quality Ci fedo DS9•89 and BCSI Bu/lding Component 6904 Parke East Blvd. Surety lnfotmaRotnavallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 2231 A. Tampa, FL 33610 Job Truss Truss Type City Ply 39 WATERSONG -COASTAL CONSTRUCTION AND i 1 T14764234 1491466 AH 15 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Tue Aug 7 10:23:16 2018 Pagel I D: RU 19oi4tySPANFe5bXTKcLygag L-7Qj knkmV22vFvH53ly23g_IPSXprhALggtghiTygGYP 2-4-0 4-6-0 9-10-0 16-0-0 17-0-0 1 •e 0 23-e-0 29-8-0 32-0-0 2-4-D 2-0-0 5-2-D 5-2-0 2-0-0 -6- 6-0-0 6-0-0 6x6 = 6xe Scale = 1:60.4 7.00 Fl2 2x4 11 5 6 7 o M m 7xt0 = 2x4 11 46 11 7x10 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.49 BC 0.90 WB' 0.71 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl Ud -0.28 13-14 >999 480 -0.58 13-14 >560 180 0.07 11 n/a n/a 0.11 13-14 >999 240 PLATES GRIP MT20 244/190 Weight: 259lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc pudins. BOT CHORD 2x6 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-15,7-12:2x4 SP No.3 WEBS 1 Row at midpt 4-13, 8-11, 11-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 16=1169/0-8-0, 11=1199/0-8-0 Max Horz 16=572(LC 9) Max Uplift 16= 995(LC 12), l l=-1018(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. FOP CHORD 1-2= 329/104, 2-3=-2231/1296, 3-4= 2584/1565, 4-5=-1716/1336, 5-6= 1881/1470, 6-7=-1773/1422, 7-8=-1983/1462, 8-9=-358/141, 9-10=-344/0 BOT CHORD 1-16=-130/350, 3-14=-545/462, 13-14=-1017/1532, 7-13=-163/319, 10-11=0/282 WEBS 2-16=-1788M286, 14-16=-411/656, 2-14=-1244/1870, 4-14=402/715, 4-13=-977/774, 5-13=-611/907, 8-13=525/481, 8-11=-1939/1754, 9-11=-671/698, 11-13=-818/1361 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mpjl (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. 11; Exp D; Encl., S (envelope) and C-C Interior(l) 1) 2 M2 5Ro 32-00 zone; cantilever left and right etxposed tC for(inembers and o� es R MWFRS for ea lions shown; QV�N ..... ;C Lumber DOL=1.60 DOL=1.60 `..NN , G E N SF• o�� plate grip 3) Provide adequate drainage to prevent water ponding. sss �. s s 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 = * ,' • N O 6 818 2 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) * m 16=995, 11=1018. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any building is the of the building designer ANSI TPI 1 as referenced by the building code." „1 S OF 41J particular responsibility per N A' E Joaquin Velez PE No.681 B2 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 7,2018 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10mo2015 BEFORE USE. ' Design vdld for use only with lvirfekV connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Indicated Is to buckling Individual Truss web and/or chord members only. Addltional temporary and permanent bracing MiTek' building design. Bracing prevent of 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, seeANSYM11 GualByCdferda, DSB-89 and SCSI BuBding Component 6904 Parke East Blvd. Safety lntormatbngvallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND i r T14764235 1491466 B1 Common 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Tue Aug 7 10:23:20 2018 Page 1 I D:RU 19oi4tySPAN Fe5bXTKcLygagL-?ByFd6pO5HPhOuOq_o6?rqw?49KMd_6GIVevrEygGYL 2-4-0 12-0-0 22-0-0 2-4-0 9-8-0 10-0-0 Scale=1:44.4 is = 7 5 r 3x8 II 7x10 4x6 II 12-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 . CSI. TC 0.83 BC 0.36 WB 0.72 Matrix-SH DEFL. in Vert(LL) -0.06 Vert(CT) -0.12 Horz(CT) -0.01 Wind(LL) 0.02 (loc) I/dell Ud 5-6 >999 480 5-6 >999 180 5 n/a n/a 6-7 >999 240 PLATES MT20 MT20HS Weight: 153 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc pudins, 3-4: 2x6 SP M 26 except end verfjcals, BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-5 oc bracing. WEBS 2x4 SP No.3 *Except* 4-5: 2x4 SP No.2 F;'EACTIONS. (lb/size) 7=905/0-8-0, 5=712/Mechanical Max Harz 7=452(LC 9) Max Uplift 7=-775(LC 12), 5=-597(LC 13) Max Grav 7=905(LC 1), 5=730(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-438/236, 2-3=-12911870, 3-4=-1255/849, 4-5=-1195/905 BOT CHORD 1-7=-333/545, 6-7= 683/797, 5-6=-356/468 WEBS 2-7= 1538/1456, 2-6=-398/565, 3-6=0/354, 4-6=-299/555 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., G5-0�0 to 21-10 4 zonWFRS e; cantilever left and right end C-C xpo ed ;GC for members and forces & MWFRS fororeactions shown; Lumber lerior(1) ,,�/�1/111!/®�,' DOL=1.60 DOL=1.60 +,+,�OPQU�.N•'1��` , E N � plate grip 3) All plates are MT20 plates unless otherwise indicated. .•'�G S'• 0` `� •• 1. F•'% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : No 6$182 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 v * : •� will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. m 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=1b) Lt o 7=775, 5=597. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any building is the responsibility of the building designer ANSI TPI 1 as referenced by the building code," �3: S T OF Q •, . •1!/. w �i�'r+'CL Q;•* particular per �R,��� Ai Joaquin Velez PE'No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 li ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. ° Design valid for use only with fi41Tel.'8 connectors. This design Is based only upon parameters shown, and is for an Individual building component, tot 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, seeANSUlpil 9ualUyCrifeda, DSH-69 and SCSI Bulidtng Component 6904 Parke East Blvd. Safety IntormaHonavaliable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND t r T14764236 1491466 BGR1 Jack -Closed Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. I ue Aug 7 10:23:20 2018 Pagel I D:RU 19oi4tySPANFe5bXTKcLygagL-?ByFd6pO5H PhOuOq_o6?rgw719JXd8EGIVevrEygGYL 5-0-0 5-0-0 2x4 11 2 4x6 4 r.wzu 4x6 = 2x4 11 LUS26 Scale = 1:26.1 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.09 3-4 >662 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.09 3-4 >658 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=603/0-8-0, 3=1134/Mechanical Max Horz 4=241(LC 8) Max Uplift 4=-409(LC 8), 3=-1141(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-197/257 WEBS 1-3=-112/250 Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (9) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This 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 Qt=lb) 4=409, 3=1141. 6) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-4-12 from the left end to 4-4-12 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 (pif) Vert: 1-2=-54, 3-4=-20 Concentrated Loads (lb) Vert: 5=-692(F) 6= 697(F) O... • ��: ®sue ..• E 1V S . c' i P.��e No 68182 r � y � r S C [/1111910 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Data: August 7,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE 111I1-7473 rev. 10103l2015 BEFORE USE. ' Design vaild for use only with MITeR1& 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 appllcablllly 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeAAWfiPlf AuallfyCiMeUa, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety fntormo/fonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND } T14764237 1491466 BH7 Common Girder 1 1 Job Reference (optional) tsui aers Hrstsource, I ampa, Plant city, Honoa 33566 - 8.220 s May 242018 Mil ek Industries, Inc. Tue Aug 7 10:23:21 2018 Pagel ID:RU I9oi4tySPAN Fe5bXTKcLygagL-TN W dgSgesaYY02zl YVeEN2TAQYgKM P2Pz90SNgygGYK 2-4-0 12-0-0 17-7-0 22-0-0 2-4-0 4-1-0 5-7-0 5-7-0 4-5 0 5x6 = Scale: 1/4"=1' ST1.5x8 STP = 4x6 = 4x6 3x8 = 4x6 = ST1.5x8 STP = 3x8 II LUS26 LUS26 3x8 II 2-0-0 2r440 6-5-0 12-0-017-7-0 22-0-0 2-0-0 0-4-0 4-1-0 5-7-0 5-7-0 4-5-0 Plate Offsets (X,Y)-- (1:0-2-8,0-1-21, (6:0-1-2,0-0-111, (7:Edge,0-3-51, f7:0-1-12,0-1-01, (8:0-4-12,0-1-81, (13:0-4-12,0-1-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.79 Vert(LL) 0.07 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.07 9-10 >999 180 BOLL 0.0 Rep Stress Incr NO W B 0.87 Horz(CT) -0.02 8 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matdy-SH Weight: 165 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc pudins, BOT CHORD 2x6 SP No-2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. REACTIONS. (lb/size) 13=1552/0-8-0, 8=134610-8-0 Max Horz 13=452(LC 5) Max Uplift 13=-1786(LC 8), 8=-1588(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1534/1857, 3-4=-1105/1344, 4-5=-1107/1340, 5-6=-1600/1927, 6-7= 739/900, • 7-8— 1284/1560 BOT CHORD 12-13=-446/341110-12=-1676/1275, 9-10=-1569/1353 WEBS 2-13— 1377/1670, 2-12=-1478/1331, 3-12=-635/336; 3-10=-510/911, 4-10=-965/732, 5-10=-598/1001, 5-9=-654/380, 6-9=-1511/1308 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 i 11RD�®�' 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�E�1➢1 �10 0RUIN VF 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 �P �,... •.., (�. ✓0* Will fit between the bottom chord and any other members. eon ®e , .•'� C E A15+ • C� !® F•"•, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) e� 13=1786, 8=1588. r� i No 68182 6) Use Simpson Strong -Tie LUS26 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 11-1-8 oc max. starting at •� * '� 6-5-4 from the left end to 17-6-12 to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. m 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). :Ems % s 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any i ST O F particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." .0 O .,fin•, Ar LOADCASE(S) Standard i�Z`� Q R �•'`GN`e� 1) DDeadRoof Lie (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Vert: 1-4=-54, 4-7=-54, 1-8=-20 Concentrated Loads (lb)' JoaqulnVelez PE'N8.68182 Vert: 12— 6ao(B) 9=-640(B) MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 bate: August 7,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WEK REFERANCE PAGE Mu-7473 rev. 10IV312015 BEFORE USE. �o Design valid for use only with MITekV connectors. This design 1; based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek• Is always required for stability and to prevent collapse,wlth possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Qualify Crpeda, DS84t9 and BCS► Building Component 6904 Parke East Blvd. Safety lofonnaflonuvailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 2231A. Tampa, FL 33610 Job Truss Truss Type city Ply 39 WATERSONG - COASTAL CONSTRUCTION AND f T14764238 1491466 C Common 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Tue Aug 7 10:23:22 2018 Page 1 ID:RUIgoi4tySPANFe5bXTKcLygagL-xa4O2ngGdugPdCYD6C9TwF?OGyxV51 EZCp7?w6ygGYJ -2-0-0 5-6-0 11-0-0 13-0-0 2-0-0 5-6-0 5-6-0 2-0-0 Sx6 = 12 13 7 6 6x8 = 6x8 = 11-0-0 Scale=1:45.9 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.19 6-7 >674 480 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.34 6-7 >375 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.17 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.01 6-7 >999 240 Weight: 103lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 7=512/Mechanical, 6=512/Mechanical 0 Max Horz 7= 283(LC 10) Max Uplift 7=-424(LC 12), 6= 424(LC 13) Max Grav 7=546(LC 19), 6=546(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 359/502, 3-4=-359/502, 2-7=-704/964, 4-6= 703/963 BOT CHORD 6-7=-116/317 WEBS 3-7= 433/195, 3-6=-433/195 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 3-7, 3-6 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; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 5-6-0, Extedor(2) 5-6-0 to 8-6-0, Interior(1) 8-6-0 to 13-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 tail by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psj. 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 (jt=lb) 7=424,6=424. 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." , r%O Cju1N �VF�®old No 68182 :'A•': s OF .'w • Q . o ,�`� O 1 �.A,..N eon Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dais: August 7,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE M11-7473 rev. 1010312015.UEFORE USE � Design valid for use only with MiTekV connecfots. 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. Addiflonal 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 fabrlcallon, storage, delivery, erection and bracing of trusses and Truss systems, seeANSYWII AualUy Crferfa, DSO-69 and SCSI Building Component 6904 Parke East Blvd. Safety info►mationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND r � T14764239 1491466 C1 Common 1 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Tue Aug 7 10:23:23 2018 Page 1 I D: R U 19oi4tySPANFe5bXTKcLygag L-QmeOF7ruOCoGFL7PfwgiSTYZ?MHjgVKiRTtZSZygGYI 11-0-0 5-6-0 5x6 = 7.00 F12 2 2x4 II 10 11 5 4 6x6 = 6x8 = Scale =1:45.9 LOADING (psi) SPACING- 2-0-0 CSI. . DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 VGrt(LL) -0.19 4-5 >673 480 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.34 4-5 >376 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) -0.01 4-5 >999 240 Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP.No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 5=396/Mechanical, 4=396/Mechanical Max Harz 5=202(LC 9) Max Uplift 5_ 315(LC 13), 4= 315(LC 12) Max Grav 5=451(LC 20), 4--451(LC 19) FORCES. (lb) -Max. Comp./Max Ten—, All forces 250 (lb) or less except when shown. fOP CHORD 1-5= 390/385, 34= 390/385 WEBS 2-5=-296/278, 2-4=-296/278 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at micipt 2-5. 2-4 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; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-6-0, Extedor(2) 5-6-0 to 8-6-0, Interior(1) 8-6-0 to 10-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.Opsf. 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 Ito uplift at joint(s) except Qt=10) 5=315, 4=315. 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." ,%�%%%QUIN F � E N® No 68182 • ST OF Q %O 0 R1OPN Joaquin Velez PENo.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 7,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek-0 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 is to buckling Individual truss web chord members only. Additional temporary and permanent bracing M1TW building design. Bracing Indicated prevent of and/or Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and miss systems. seeANSL#7P11 CualgyCi6eft DS9.89 and SCSI Su➢dhV Component Tampa, FL 33610 Safety InformaSonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Job Truss Truss Type City Ply 39 WATERSONG - COASTAL CONSTRUCTION AND 1 . T14764240 1491466 CGR Half Hip Girder 2 1 Job Reference (optional) Builders Flrst50urce, I ampa, Plant Glty, Flonda 33566 8.22U S May 24 ZU1 S MI I eK Inclusines, mc. i ue Aug I 1 U:2J:ZJ 2U1 tf rage i I D:RU 19oi4tySPANFe5bXTKcLygagL-QmeOF7ruOCoGFL7PfwgiSTYesM FvgV 1 i RTtZSZygGYI 4-1-12 4-9-4 i 4-1-12 0-7-8 NAILED 2x4 11 4x6 - Scale=1:24.3 4 bxb — 2x4 11 LUS26 Special 2-4-10 4-9-4 , r 2-4-10 2-4-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.08 3-4 >685 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.08 3-4 >698 180 BCLL 0.0 ' Rep Stress incr NO WB 0.07 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code F602017ffP12014 Matrix-P Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.. (lb/size) 3=660/Mechanical, 4=539/0-5-4 Max Harz 4=230(LC 8) Max Uplift 3=-995(LC 8), 4= 380(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-137/395 NOTES- (12) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This 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 (t=lb) 3=995,4=380. ,��Illiill��S 6) Use Simpson Strong -Tie LUS26 (4-1od Girder, 3-1Od Truss, Single Ply Girder) or equivalent at 3-10-0 from the left end to connect 10 `_�rae� truss(es) to front face of bottom chord. ♦ QP` y +. �� Oj� 7) Use Simpson Strong -Tie LUS26 (4-1 Od Girder, 3-10d Truss, Single Ply Girder) or equivalent at 1-10-0 from the left end to connect ♦♦♦♦ J �.G E N truss(es) to back face of bottom chord. a ,. 8) Fill all nail holes where hanger is in contact with lumber. N 0 68182 9) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. * •�. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4 lb down and 146 lb up at 4-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Eno 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) "This manufactured product is designed as an individual building component. The suitability and use of this component for any e ST 0 F J s' particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." o1 Q �1CL LOAD CASE(S), Standard �Joj` ' `. R 1 �' \C?\ y♦♦ 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 I� 91 �\ ♦♦ Uniform Loads (plf) -.1I11oNA;,,, Vert: 1-2= 54, 3-4= 20 Concentrated Loads (lb) Joaquin Velez PE N6.68182 Vert: 5= 17(B) 6=-492(B) 7= 378(F) 8=20(B) MITek USA, Inc. FL Carl6634 6904 Parke East Blvd: Tampa. FL 33610 Date: August 7,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MIFEK REFERANCE PAGE MII-7473 rev, 1010312015 BEFORE USE Design valid for use only with MiTeI,0 connectors. This design is based only upon parameters shown, and Is for on individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Bracing Indicated Is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" building design. prevent of 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, seeANWWII Aua►ByCi fedo, DSO-89 and BCS1 Budding Component 6904 Parke East Blvd. Safety fntormaRonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND r T14764241 1491466 CH5 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 5-0-0 1 5-0-0 8.220 s May 24 2018 MiTek Industries, Inc. Tue Aug 7 10:23:24 2018 Page 1 I D:RU 19oi4tySPAN Fe5bXTKcLygagL-uyCmTTsX9Vw7tVicDdBx?g5pYmj RZwkrg7c6_?ygGYH Special Special 6x8 — NAILED NAILED 6x8 2 9 10 3 Scale = 1:27.8 N N m N O ST1.5x8 STP = THJA26 ST1.6x8 STP = 2x4 /i 2x4 Q 2-0-0 4- 5-0-0 10-0-0 12-8-0 1 -0 15-0-0 2-6-0 -4- 2-8-0 5-0-0 2-8-0 -4- 2-0-0 Plate Offsets (X Y)-- [1:0-7-4 0-1-0] (2:0-4-0 0-2-12] [3:0-5-4 0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.02 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0:02 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT)- -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 100 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP N6.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 8=418/0-8-0, 5=418/0-8-0 Max Horz 8=192(LC 7) Max Uplift 8=-782(LC 8), 5= 760(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-122/615 BOT CHORD 7-8=-598/123, 6-7=-507/122, 5-6=506/123 WEBS 2-8=-3521786,3-5=352(762 . NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ``,�>lill ti �►®��, 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 ,�� 0.0 N (��. irk will fit between the bottom chord and any other members. .N op, • • �4` w♦ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joints) except at=lb) va , ., Ci E A J S • •, ♦® �' F •'.� 8=782, 5=760. 7) Use Simpson Strong -Tie THJA26 (THJA26 on 1 ply, Right Hand Hip) or equivalent at 5-0-6 from the left end to connect truss(es) to No 661$2 back face of bottom chord. 8) Use Simpson Strong -Tie THJA26 (THJA26 on 1 ply, Left Hand Hip) or equivalent at 9-11-10 from the left end to connect truss(es) to back face of bottom chord. v Lr 9) Fill all nail holes where hanger is in contact with lumber. r 10) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines.00 device(s) be to support concentrated load(s) 294 lb up at &0-0, and 294 lb 0'. S O F ♦,, O •, s 11) Hanger(s) or other connection shall provided sufficieht LIP at 10-0-0 on top chord. The designlselection of such connection device(s) is the responsibility of others. •:_�(/. i♦� �( t';• N ♦j31 ••., ; •__``C?,e, 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). is individual component. and use of this for any "Thparts •" . �'ON 13) as an ering A� S,, %"` ibility of the building designned cular buactured ilding is the responsroduct per ANSI TPI 1 ashreferenoleid by the building code." LOADCASE(S) Standard Joaquin Velez PENo.681182 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MITekUSA, Inc. FLCert6634 Uniform Loads (plf) 6904 Parke East Blvd: Tampa FL 33610 Vert: 1-2=-54, 2-3— 54, 3-4= 54, 1-4— 20 Date: August 7,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIP7473 rev. 101=015 BEFORE USE " Design valld for use c dy With triffekb connectors. This design Is based only upon patameters shown, and Is for a7 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 design. Bracing Indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW building prevent of Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding -the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSWII QualByCrBerla, DSB-89 and SCSI BuRdIng Component Tampa, FL 33610 Safety InformoHcnz3vallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Oty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND r r T14764241 1491466 CH5 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Honda 33566 a.zzu s ivray zw zui tj rvn r ere IrrUVS01dS, urc. l ue nuy I 1 V.GJ.4 v i o rays c ID: RU 19oi4tySPAN Fe5bXTKeLygagL-uyCmTTsX9Vw7tVicDdBx?g5pYmj RZwkrg7c6_?ygGYH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=61(B) 3=61(B) 7=76(B) 6=76(B) ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev. 1010312015 BEFORE USE. Design valid for use only with WiTek@) connectors. This design Is based only upon parameters shown, and is for an Individual building component, riot 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. Addilional 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. seeAMSVWII ®uglHyCiftrla, DS9-89 and BCS/ Building Component 6904 Parke East Blvd. Safety lntannullanavallable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply 39 WATERSONG - COASTAL CONSTRUCTION AND r � T14764242 1491466 CH7 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Tue Aug 7 10:23:25 2018 Page 1 I D:RU 19oi4tySPAN Fe5bXTKcLygagL-M9mBgpt9wp2zUfHonLiAYudvVAzCI Oz?unMgXRygGYG 6-0-0 -2-0-0 5-0-0 -6- 11-0.0 13-0-0 2-0-0 5-0-0 -6- 5-0-0 2-0-0 0-6-0 Scale = 1 A7.3 5xB = 6x8 = 6x8 = 7 10 11 6 11-0-0 LOADING (psi) SPACING- 2-0-0 CS1. DEFL, in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.19 6-7 >674 480 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.34 6-7 >375 180 BCLL 0.0 Rep Stress Incr YES W B 0.17 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Wind(LL) 0.01 6-7 >999 240 Weight: 102lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 7=512/11-0-0, 6=512/11-0-0, 6=512/11-0-0 Max Horz 7=-283(LC 10) Max Uplift 7=-424(LC 12), 6— 424(LC 13) Max Grav 7=546(LC 19), 6=546(LC 20), 6=512(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 359/501, 3-4=-359/504, 2-7= 704/962, 4-6=-703/968 BOT CHORD 6-7=-116/317 WEBS 3-7=-433/195, 3-6=-433/195 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 3-7, 3-6 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=3.0psf; h=35ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 5-6-0, Exterior(2) 5-6-0 to 9-8-15, Interior(1) 9-8-15 to 13-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 7=424, 6--124- 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." ,IA111111fri%F�F0 �tUIN• o� No 68182 -S OF Lu • 00 N AL r11r11111110 Joaquin Velez PE No.68182 MIM USA, Inc. FI. Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Data: August 7,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. f0/0 W IS BEFORE USE. ' Design valid for use ordy with MITek® connectors. This design Is based only upon paramelers shown, and Is for chn 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 truss only. Additional temporary and permanent bracing MiTek' building design. Bracing Indicated Is to prevent buckling of Individual web and/or chord members Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS W11 QualifyCdfeda, DSB-89 and SCSI Building Component Tampa, FL 33610 Safety Informafionavailabte from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrla, VA 22314. Job Truss Truss Type Qty Ply 39 WATERSONG -COASTAL CONSTRUCTION AND . � T14764243 1491466 CJ1 Corner Jack 12 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.z2u s May z4 zuits Mi I ex industries, inc. i ue Huy r t U23zb za r a r-aye r I D: RU 19oi4tySPANFe5bXTKcLygagL-gLKW t9tnh7Ag6ps_L2DP45ABLZQZI tt87R5D3tygGYF 1-0-0 1-0-0, 7.00 FIT 3x4 = 1-0.0 Scale = 1:8.5 Plate Offsets (X Y)-- (1:0-0-12 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.00 1 t-dr 90 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)• 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 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. (lb/size) 2=-0/Mechanical, 3=73/Mechanical Max Harz 2=57(LC 1), 3=84(LC 12) Max Uplift 3= 73(LC 12) Max Grav 3=73(LC 1) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. BOTCHORD 1-3= 121/273 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; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,, i co.1N o N68182 q r r 0- 0 F Joaquin Velez PE'N6.68182 MITek USA, Inc: FL Cert 6634 6904 Rarke East Blvd: Tampa FL 33610 Date: August 7,2018 ® WARNING - Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11--7473 rev. 1010312015 BEFORE USE. Design valid for use only with fvlifekb connectors. This design Is based only upon parameters shown, arid Is for an Individual ixrsding 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 Individual truss only. Additional temporary and permanent bracing NOW building design. Bracing Indicated is to.prevent buckling of web and/or chord members Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatiom storage, delivery, erection and bracing of trusses and truss systems, seeANSYMI► QualifyCrfedd, DSB-89 and SCSI Bugd/ng Component 6904 Parke East Blvd. Safety IntolmaRoravaliable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND + r T14764244 1491466 CAA Corner Jack 4 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 5.00 12 3x6 = 8.220 s May 24 2018 MiTek Industries, Inc. Tue Aug 7 10:23:27 2018 Page 1 I D:RU 19oi4tySPAN Fe5bXTKcLygagL-IXtv5VuPSQlhkzRAumkedJiMazbNm K71M5rmbKygGYE 1-0-0 '3 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. Scale = 1:7.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1,25 BC 0.78 Vert(CT) -0.00 1 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 4 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=0/Mechanical, 3=73/Mechanical Max Horz 2=-83(LC B), 3=117(LC 8) Max Uplift 3_ 108(LC 8) Max Grav 3=73(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-3=-84/367 'NOTES- (6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35f; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 (t=lb} ,,,�►Ilil ii i I1 j��,0 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any e. �P , . • • • • . �� ✓jr particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." e�J, i No 68'182 V _ �iLL a S OF e W: AI- O,N Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. Design vaild for use only with tvtllekb 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 design. Bracing Indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW building prevent of Is always required for stability and to prevent collapse wdh possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSt*7P/1 Quallly Cilleda, DSB-89 and BCSI Build/ng Component 6904 Parke East Blvd. Tampa, FL 33610 Safety fntormatbravailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type city Ply 39 WATERSONG -COASTAL CONSTRUCTION AND • + T14764245 1491466 CAB Corner Jack 4 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Tue Aug 7 10:23:27 2018 Pagel I D:RU 19oi4tySPANFe5bXTKcLygagL-IXtv5VuPSQlhkzRAumkedJiOyznTmK71M5rmbKygGYE 1-0-0 1 .7.00 FIT 3x8 i 1-0-0 1-0-0 N a 6 Scale = 1:8.3 LOADING (psf) SPACING- 2-0-0 CSI. 'DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Piete Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 1 >999 480 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.00 1 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 rda n/a BCDL 10.0 Code FB02017/TPI2014 Matrix-P Wind(LL) 0.00 1 "" 240 Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD REACTIONS. (Ib/size) 1=36/Mechanical, 2=26/Mechanical, 3=10/Mechanical Max Horz 2=52(LC 12) Max Uplift 1=-52(LC 12), 2= 23(LC 12) Max Grav 1=51(LC 19), 2=31(LC 19), 3=20(LC 3) FORCES. (lb).- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1-0-0 oc puriins. 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; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 1, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 1SeIfI s� OIUIN VF !, S 0E N • CF so � • y� G S�• • ®�i v No 68.182 o it ?O• S OF *4 i I, •i l0 N A� 11,4 Joaquin Velez PE No.68182 MITek USA, Inc. FLCert 6634 6904 Parke East Blvd. Tampa FL 39610 Date: August 7,2018 ® WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED ftrrEKREFERANCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MlTekS conneotots. This design is based only upon parameters shown, and Is for an Individual building component note a truss system. Before use, The building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buckling Individual truss and/or chord members only. Additional temporary and permanent bracing MITek" building design. Bracing indicated Is to prevent of web Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, storage, delivery, erection and bracing of Trusses and truss systems; seeANS&VII QualifyCiffella, DSB-09 and BCSI BuOd/ng Component 6904 Parke East Blvd. Safety Informat/onavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND r r T14764246 1491466 CJ3 Corner Jack 12 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 20i8 tuft i etc inausuies, inc. 1 ue mug ! i 0:43:48 GV 1 O rage 1 ID:RU 19oi4tySPANFe5bXTKcLygagL-mkRHlrvi DkQYL7?NSTGt9W FX2N3cVkgRalaK7mygGYD 3-0-0 - ST1.5x8 STP = 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No,2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 3=-136/Mechanicai, 4=-175/Mechanical, 5=528/0-8-0 Max Horz 5=156(LC 12) Max Uplift 3=-136(LC 1), 4= 175(LC 1), 5=-297(LC 12) Max Grav 3=63(LC 8), 4=142(LC 8), 5=528(LC 1) ,,FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5= 443/797 Scale = 1:14.4 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Frigid 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; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ; porch.left exposed;C-C for members.and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ° This truss has been designed for a live load of 20.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 Qt=lb) 3=136, 4=175, 5=297. 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." IN 1 VFt�hI ie v`� ' • �'\ G ��• Sri t° No 68182 ir a 7� e°"• ST OF :• 4 i O 011111110 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 7,2018 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTeW connectors. This design Is based only upon patameters 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 buckling Individual truss members only. Additional temporary and permanent bracing MOW building design. Bracing Indicated is to prevent of web and/or chord Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMII QuaidyClBeda, DSO-69 and BCSI Building Component Tampa, FL 33610 Satetyfnfofmatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type City Ply 39 WATERSONG - COASTAL CONSTRUCTION AND ! • T14764247 1491466 CJ3A CORNER JACK 4 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MiTek Industries, Inc. Tue Aug 7 10:23:29 2018 Page 1 ID:RU19oi4tySPANFe5bXTKcLygagL-Ew?fW Bwf_2YPzGaZOAn6ikohRnTW EEdbpPKtgCygGYC 3-0-0 3-0-0 3x12 MT20HS I I ST1.5x8 STP = LOADING (psI) SPACING- 2-0-0 CSI. DEFL. - in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 1 >999 480 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 1 "" 240 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (lb/size) 2=70/Mechanical, 3=26/Mechanical, 1=96/0-8-0 Max Horz 1=111(LC 12) Max Uplift 2=-130(LC 12), 1=-69(LC 12) Max Grav 2=70(LC 1), 3=52(LC 3), 1=96(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:11.7 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied.or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS 'for reactions shown; Lumber DOL=1.60 plate grip D0L--1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed fora 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 tail by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 2=130. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �11tn n �;tii�s ®� G•E N No 68182 y •• S OF :•4(/� fill 111111%% Joaquin Velez PE No.68182 MiTek USA, Inc, FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: August 7,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev. 101031MIS BEFORE USE. �a ' Design valid for Ilse only with MITekV connectors. This design Is based only upon parameters shown, and Is for an Indlvldual building component, not a truss system. Before use, the building designer must verity the appllcablllly 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 WeW prevent Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality CrBeda, DSB-89 and BCSI Bulldhig Component 6904 Parke East Blvd. Safety lnfomfaf idnovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply 39 WATERSONG -COASTAL CONSTRUCTION AND . T14764248 1491466 CJ3B Corner Jack 4 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 3-0-0 3-0-0 8.22u s May 24 zui u Mi I ex Industries, IOC. i ue muy i i u:ca:ca 20 r o rage 1 I D:RU 19oi4tySPANFe5bXTKcLygagL-Ew?f W Bwf_2YPzGaZOAn6ikohlnPoEBvbpPKtgCygGYC 5 ST1.5x8 STP = 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress incr YES WS 0.24 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No,2 WEBS 2x4 SP No.3 REACTIONS. (ib/size) 3=-137/Mechanical, 4=-174/Mechanical, 5=528/0-8-0 Max Harz 5=152(LC 12) Max Uplift 3=-137(LC 1), 4= 174(LC 1), 5=-307(LC 12) Max Grav 3=64(LC 8), 4=141(LC 8), 5=528(LC 1) FORCES. (lb) -Max. Comp./Max. Ten._- All forces 250 (Ib) or less except when shown. WEBS 2-5= 447/803 Scale=1:14.2 PLATES GRIP MT20 244/190 Weight: 17lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. 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 Cat. II; Exp D; Encl., GCpj=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.6 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 011=lb) 3=137, 4=174, 5=307. 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." J1fV s • No 68:182 m a �0: ST OF .��• 0 • �� i���ss'O N AL � Iti Joaquin Velez PE'No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only wlfh F91Tekfl connectors. INS design Is based only upon parameters shown, and is for on Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall � building design. Bracing indicated Is to prevent buckling of 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 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, sooANSL4PI/ Qua/ifyCrUedd, DSO-89 and SCSI Balfdfng Component Tampa, FL 33610 Safety /ntolmaflotnvallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply 39 WATERSONG -COASTAL CONSTRUCTION AND 4 T14764249 1491466 CJ5 Corner Jack 12 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 3x8 11 5-0-0 8.220 s May 242018 MI I eK Inausvles, Inc. I ue Aug / 1 U:ZJ:JU ZUl C rage 1 I D: RU I9oi4tySPANFe5bXTKcLygag L-i6Z1jW xHILgGbQ9laul LFxKuYBnGzf9k233RCfygGYB Scale=1:20.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) 0.00 45 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 27lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=30/Mechanical, 4=- 11 /Mechanical, 5=346/0-8-0 Max Horz 5=258(LC 12) Max Uplift 3=-139(LC 12), 4=-91(LC 9), 5=-205(LC 8) Max Grav 3=87(LC 10), 4=18(LC 3), 5=346(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-403/304 BOT CHORD 1-5= 320/401 WEBS 2-5=-442/583 NOTES- (6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp D; Encl., GCpj=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left exposed; porch left exposed;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with anyother 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) 4 except (it=lb) 3=139, 5=205. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building i§ the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 0``1 j111111►1/II eQV I N �. oP ,....... CF �A w � o No 68182 e is 'STA OF .'4tJZ ORkv 104ss/oNAa 'Ie%% '1,111►11I11.00 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek-` connectots. This design Is based only upon parameters shown, and Is for an Indtvldual buiding component, not � a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to.prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi%k" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery- erection and bracing of trusses and truss systems, seeANSVWII GualtlyCrUeda, DS9..89 and SCSI Bu➢d/rrg Component Tampa, FL 33610 Safely lnformatlonovallable from Truss Plate Institute- 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND � T14764250 1491466 CJ5A Corner Jack 4 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 3x6 11 8,220 s May 24 2018 MI I en Inuusu les, Inc. I ue r ug r 1 v.co,o 1 ev 1 o rage 1 I D:RU 19oi4tySPAN Fe5bXTKcLygag L-Bl7PxsxwW fo7Caky7bpan9tl Ma5Ji4VtHi p_k5ygGYA m O N O N Scale = 1:16.8 Plate Offsets (X Y)-- (5:0-4-4 0-1-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL, in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(ILL) -0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 26lb FT = 20% LUMBER- BRACING- ' TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=28/Mechanical, 4=-9/Mechanical, 5=346/0-8-0 Max Horz 5=184(LC 12) Max Uplift 3=-98(LC 12), 4= 9(LC 1), 5=-382(LC 8) Max Grav 3=28(LC 1), 4=45(LC 10), 5=346(LC 1) ,FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 381/138 BOT CHORD 1-5=-144/374 WEBS 2-5= 296l776 NOTES- (6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. 11; Exp D; Encl., GCpi=o.18; MWFRS (envelope) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ;C-C for 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, 4 except at=lb) 5=382. 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." ,tQU ,1111 VFO'OOI ,`��. ,.•�,\ G E N S.•.� gym® �r • No 68182 * e •. �Ir r S OF ..0l 44 s .00 04* .4OR10P����� Joaquin Velez PE'No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 ® WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED MIEK REFERANCE PAGE 11111.7473 rev. 10/03/2015 BEFORE USE. Design vaild for use only with 10111e109 connectors. This design Is based only upon parameters shown, and Is for an Individual building component riot a truss system, Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Additional temporary and permanent bracing MOW building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. 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, seeANSYWII AualayCrCeda, DSB-89 and SCSI BuBdMg Component 6904 Parke East Blvd. Safety lnfamatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply 39 WATER SONG - COASTAL CONSTRUCTION AND � T14764251 1491466 EJ5A Jack -Open 5 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 a.220 s May 24 201 o ivi r etc inausmes, inc. i ue mug r i 0:23:3 i 20 to rage r ID:RU19oi4tySPANFe5bXTKcLygagL-Bl7PxsxwWfo7Caky7bpan9tl Ma5Fi4VtHip_k5ygGYA 4-10-8 4-10-8 Scale=1:15.5 0 0 N 3x6 11 2-4-0 4-9-11 2-0-0 0-4-0 2-5-11 Plate Offsets (X Y)-- (5.0-4-4 0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.25 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL . 1.25 BC 0.27 Vert(CT) -0.01 4-5 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-P Weight: 25lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=23/Mechanical, 4=-13/Mechanical, 5=346/0-8-0 ' Max Horz 5=180(LC 12) Max Uplift 3= 91(LC 12), 4— 13(LC 1), 5=-384(LC 8) Max Grav 3=23(LC 1). 4=45(LC 10), 5=346(LC 1) ,FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 373/134 BOT CHORD 1-5= 140/368 WEBS 2-5= 292f778 NOTES- (6) 1) Wind: ASIDE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-9-12 zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�4444111111111 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 `�� QV IN VF ISM will fit between the bottom chord and any other members. �� Qp` • • 4) Refer to girder(s) for truss to truss connections. oe� , G•E N 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 3, 4 except Qt=lb) •• V F ••• ee' 5=384. • No 68182 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." 'S OF : 44/ I.s'; t,9/0NALE0 ��� 1//111444 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 7,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE e.� Design volld for use only with MITeR-3 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 appilcabllliy of design parameters and properly Incorporate this design Into the overall buckling Individual truss members only. Additional temporary and permanent bracing MOW bullding design. Bracing Indicated is To prevent of web and/or chord Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeA/it Wll QualityCrfleda, DSB-89 and BCSI Suffdrng Component Tampa, FL 33610 Safety Intonnationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 2231a. Job Truss Truss Type Qty Ply 39 WATER SONG -COASTAL CONSTRUCTION AND • T14764252 1491466 EJ58 Jack -Open 4 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 3x12 MT20HS I I 3x4 = a.zzu s May z4 zUl t5 ivll I ex indu5mes, Inc. I ue Huy i 1023:34 4V 1 D rayc i ID:RU 19oi4tySPANFe5bXTKcLygagL-fVho8CyYHzw_gkJ8hJKpKMQ78_UjRaM1 VMYXGXygGY9 5-4-8 1 Scale = 1:17.5 Plate Offsets (X Y)-- (1'0-6-1 0-0-41 (1'0-0-4 Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.01 1-3 >999 480 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 1-3 >999 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 1 "" 240 Weight: 29lb FT=20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (lb/size) 2=134/Mechanical, 3=50/Mechanical, 1=184/0-8-0 Max Harz 1=198(LC 12) Max Uplift 2=-243(LC 12), 1=-138(LC 12) Max Grav 2=134(LC 1), 3=100(LC 3), 1=184(LC 1) •FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASIDE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35tt; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2).0-4-0 to 3-4-0, Intedor(1) 3-4-0 to 5-3-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except at=lb) 2=243, 1=138. 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." QUjNI s., E IV g4�!'- P� :• No 68182 'tra :�' ST OF •W� 10 1111111111110 Joaquin Velez PE No.68182 MiTO USA, Inc. FL Cart 6634 004 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEKREFERANCE PAGE 1,1I1-7473 rev. 10/033015 BEFORE USE. Design valid for use only with MlTeloD connectors. This design is based only upon parameters shown. and Is for an individual building component, not a tnrss system. Before use, the building designer must verity 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. Addifional 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, seeANSVWII QuafByCiBedo, DSO-89 and BC91 Building Component 6904 Parke East Blvd. Safety lnfoimanonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 39 WATERSONG -COASTAL CONSTRUCTION AND e A T14764253 1491466 EJ5C Jack -Open 4 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 S.zzu s may 24 2Oi 8 iVii i ex indusiries,, Ina, rue Huy / I VZJ:JJ GV I o raye 1 ID:RU19oi4tySPANFe5bXTKcLygagL-7hFALYzA1G2rSuuKFOr2sayOLOpGA?nAk015p ygGYB 5-0-0 1 5 ST1.5x8 STP = Scale = 1:20.0 2-0-0 -4-0 5-0-0 , 2-0-0 -4-6 2-8-0 Plate Offsets (X Y)-- 11'0-2-4 0-1-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 4-5 >999 240 MT20 244/190, TCDL 7.0 Lumber DOL 1.25 BC OA7 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 271b FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=30/Mechanical, 4= 11/Mechanical, 5=346/0-8-0 Max Horz 5=254(LC 12) Max Uplift 3= 137(LC 12), 4= 23(LC 12), 5= 202(LC 12) Max Gram 3=91(LC 10), 4=54(LC 10), 5=346(LC 1) ,,FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 405/298 BOT CHORD 1-5=-316/395 WEBS 2-5=-436/611 NOTES- (6) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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) 4 except Gt=lb) 3=137, 5=202. ' 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." IN i ���, J�P''' • �E 1V e No 68182 ?�•• S OF �441` s �? �•. it s sl n Joaquin Velez PE No.68182 MIT& USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: August 7,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design vaild far use only.with ?AlTek8 connectors. This designs 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 buckling Individual truss chord members only. Additional temporary and permanent bracing MOW building design. Bracing Indicated Is to prevent of web and/or Is always required for stabiilty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSYWII AualByCriterla, DSO-89 and BCSI BuOd/ng Component Tampa, FL 33610 Satetylntormalkwavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type City Ply 39 WATERSONG - COASTAL CONSTRUCTION AND � � a T14764254 1491466 EJ7 Jack -Open 11 1 Job Reference (optional)' Builders FirstSource, Tampa, Plant City, Florida 33566 3x8 I I LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 TCDL 7.0 Lumber DOL 1.25 BC 0.33 BCLL 0.0 Rep Stress Incr YES WB 0.18 BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=96/Mechanical, 4=31/Mechanical, 5=387/0-8-0 Max Harz 5=361(LC 12) + Max Uplift 3=-248(LC 12), 4=-151(LC 9), 5=-272(LC 9) Max Grav 3=169(LC 19), 4=70(LC 3), 5=387(LC 1) 6.22U s May 24 2Uf 8 Mi i eK IndusiTiLs, mr:. 1 ue riu9 r 10:23:3J 201 o rage 1 ID:RU19oi4tySPANFe5bXTKcLygagL-7hFALYzA1 G2rSuuKFOr2sayLTOmnA?kAkOl5p-YgGYB 7-0-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. .TOP CHORD 1-2=-536/454 BOT CHORD 1-5= 439/521 WEBS 2-5— 614/620 Scale = 1:25.8 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0,04 4-5 >999 240 MT20 244/190 Vert(CT) 0.04 4-5 >999 180 Horz(CT) -0.05 3 We n/a Weight: 37lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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=3.0psf; h=35ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantilever left exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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 (t=lb) 3=248, 4=151, 5=272. 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." t`,{{{1111111J�,,I ►� UIN V ®, el e. ....... III �GEIVS m� �• � � � oil No 68,182 e � ST OF '�� o �w .p�•�< O `o•P ',\fie` tss�ONALS��% 1►►►1n{ Joaquln Velez PE'No.68182 MITek USA, Inc. FL Cert 6634 6604 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 11111-7473 rev, IOIWM15 BEFORE USE. Design valid for use only with MlTekb connectors. This design is based only upon parameters shown, cnd Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M"sTek° Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeA►1fS VII GualByCtlledd, DSB-09 and SCSI0UHdhV Component 6904 Parke East Blvd. ' Safety lnfomlatiornvailable from Truss Plate InstItute, 218 N. Lee Street, Suite 312, Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND r r T14764255 1491466 EVA Jack -Open 1 1 Job Reference (optional Builders FirstSource, Tampa, ' Plant City, Florida 33566 8.220 s May 24 zu i o rva r eK muusu es, m.c. 1 ue „ug 1 1 v3:3� 2V 10 image I D:RU19oi4tySPANFe5bXTKcLygagL-btpYZu_oo; Ai32TXpkNHPnVUyo5dvSuKzg 1 eLQygGY7 5-10-8 5-10-8 Scale = 1:26.0 3x12 MT20HS I 3x8 II 0-10-8 0-10-8 5-10-8 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.03 4-5 >999 180 MT20HS 187/143 . BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(CT) -0.06 3 Wa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structuralwood sheathing directly applied or 5-10-8 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=111/Mechanical, 4=50/Mechanical, 5=258/0-8-0 Max Horz 5=290(LC 12) Max Uplift 3= 259(LC 12), 4=-55(LC 12), 5=-102(LC 12) Max Grav 3=187(LC 19), 4=83(LC 3), 5=258(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. .STOP CHORD 1-6=-343/227, 1-2=-552/430 BOT CHORD 5-6= 358/439 WEBS 2-5=-546/641 NOTES- (7) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-9-12 zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. sf bottom chord ve ad nonconcurrent with any 4) Thistruss tlruss has been designed fora live f load of 20: psf on! oother the bottom chord in all areas where airectangle 3-6-0 tall by 2-0-0 wide 001 N will fit between the bottom chord and any other members. �1 QP • ° • • • •. �(.` �% 5) Refer to,girder(s) for truss to truss connections. �Q+► ••'� G E S �® 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 4 except Qt=lb) ` •• F•••. �� 3=259, 5=102. No 68182 • 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any = * * f particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �•• S F t w i 0-0 7r b ��O t� •'�L OR t 0 •�N�� ON AL,',,'� Joaquin Velez PE'No.68182 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 ® WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. � Design veld for use only wifh MiTeltB connectors. This design Is based only upon parameters shaven, and Is for an hdividua! 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 over, building design. Bracing Indicated Is To prevent buckling 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 fabricallom storage, delivery, erection and bracing of trusses and truss systems, seeANSYWII 9uaBTy CiRedri DSB.89 and BCSI Building Component 6904 Parke East Blvd. Satisfy fn/oirnaffamwallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND _ r i � • T14764256 1491466 EJ7B Jack -Open 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 tl.ZZV 5 Nlay Z4 GV 1 O IVII I tlR IIIUUJII ICJ, liw. ue n69 . ..au av „+ i uuo , I D: RU 19oi4tySPANFe5bXTKcLygagL-34Mwm E_QZuIZhB2jM RuW y?2iBCUceuvTBKnBtsygGY6 6-6-8 6-6-8 Special ST1.5x8 STP = Special Scale = 1:28.4 Plate Offsets (X Y)-- f 1.0-2-8 0-1-2) LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress incr YES WB 0.21 Horz(CT) -0.04 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 35lb 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 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=123/Mechanical, 4=23/Mechanical, 5=375/0-8-0 Max Horz 5=337(LC 12) Max Uplift 3=-426(LC 12), 4=-197(LC 12), 5=-216(LC 12) Max Grav 3=123(LC 1), 4=91(LC 3), 5=375(LC 1) • FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-531/412 BOT CHORD 1-5= 413/494 WEBS 2-5=-551/690 NOTES- (8) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-5-12 zone; cantilever left and right exposed "C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 bottom live load with any other live loads. 2) This truss has been designed for a 10.0 psf chord nonconcurrent 0N 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 s1 1 ®� VIP, will fit between the bottom chord and any other members. *r� OP00 .......... 4,6, " �% ' G E N "'• �' �o 4) Refer to girder(s) for truss to truss connections. ®`�+ • V �•, a: 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) d1 . 3=426, 4=197, 5=216. ® No 68182 • •=: 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 338 lb up at = * • 6-5-12 on top chord', and 32 lb down and 171 lb up at 6-5-12 on bottom chord. The designtselection of such connection device(s) is m the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). m • it 4U 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any ;13 ST 0 F ��. 0 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard ��s, • • • • •- • =j s/ 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �% ---//.0,N Uniform Loads (pit) A, 1���`` Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Joaquin Velez PE'No.681182 Vert: 3= 41(B) MITek USA, Ino. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03J2015 BEFORE USE. � Design veld for use only with MlffekV connectors. This design Is based only upon parameters shown, and Is for an Individual building component, hot 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 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, seeANSUIP11 Aual9yCr@erla, DSB-89 and SCSI BuOdlgg Component 6904 Parke East Blvd. Safety lntarmaRoncivaitabie from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 2231A. Tampa, FL 33610 Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND r w r � T14764257 1491466 HJ5 Diagonal Hip Girder 2 1 - ____ .. Job Reference o tional ... ..,.... •cr__�.._a_e__ .__ T.._ __ ,,n.nn.nc nn1n n......4 Builders FirstSource, Tampa, Plant City, Florida 33566 a.220 s rviay 24 20I a rvu i en rnuusa Iec, ii ice. j ue muy , aUo I D:RU 19oi4tySPANFe5bXTKcLygagL-34MwmE_QZulZhB2jMRu Wy?2j FCSgewiTBKnBtsygGY6 3-5-11 7-0-2 3-5-11 3-6-6 NAILtU 2X4 11 IVHILCV 3-2-4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 2-8-9 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.26 Lumber DOL 1.25 BC 0.30 Rep Stress incr NO WB 0.09 Code FBC2017ITP12014 Matrix-SH REACTIONS. (lb/size) 3=0/Mechanical, 4=-68/Mechanical, 5=200/0-11-5 Max Horz 5=255(LC 8) • Max Uplift 3=-128(LC 8), 4=-78(LC 18), 5=-602(LC 4) Max Grav 4=27(LC 6), 5=200(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-5=-0/255 WEBS 2-5= 198/305 Scale = 1:20.5 3-9-14 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.01 4-5 >999 240 MT20 244/190 Vert(CT) 0.02 4-5 >999 180 Horz(CT) 0.04 3 n/a n/a Weight: 36 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35f; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This 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) 4 except at=lb) 3=128, 5=602. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 7=156(F=78, B=78) 9=226(F=113, B=113) I 1►�F ..,•, (�. �e* , G E 1V a NO 68182 s s r ��• 'STA OF .•4 00 �. JftgWn Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Data: August 7,2018 �m ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MIlEK REFERANCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with PvilTe10 conneciots. This design Is based only upon parameters shown, and Is for an Indlvlduai 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 generalguidance regarding the fabrication, storage, delivery, erection and bracing of Trusses and truss systems, seeANSYW11 CuatifyCdfeda, DSB-89 and BCSI Bundmg Component 6904 Parke East Blvd. Safety InfomraBonavallable from Truss Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND f t ! � T14764258 1491466 HJ5A Roof Special Girder 2 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 3x8 11 2-9-3 8.220 s may 24 2U18 mi i ex inausiries, Inc. I ue Hug / 1 U:23:36 2U76 rage i I D: RU 19oi4tySPANFe5bXTKcLygag L-XGwI_a?2KBRQJLdvw9Pl UCas?bpj NMdcQ_W I PlygGY5 7-6-7 1 7-5-11 NAILED NAILED m 0 Scale = 1:17.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.02 4-5 >999 180 BOLL 0.0 Rep Stress incr NO WB 0.18 Horz(CT) 0.04 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=45/Mechanical, 4=-18/Mechanical, 5=616/0-11-5 Max Horz 5=198(LC 4) • Max Uplift 3=-166(LC 13), 4= 18(LC 1), 5= 822(LC 4) Max Grav 3=45(LC 1), 4=81(LC 6), 5=616(L6 1) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. . WEBS 2-5=-366/589 Structural wood sheathing directly applied or 6-0-0 cc pudins. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. II; Exp-D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss 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) 4 except Qt=lb) 3=166, 5=822. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54,, 1-4=-20 Concentrated Loads (lb) Vert: 8=-90(F=-45, B= 45) °1oit{U►1►►f�►�,I avIN VF �• ON......, �F < N . GENS .•c'��e® No 68182 cc z ST OF .•�/ A%4 OR�P ��Z�. iP��s'•S RCN S ON M, E �a�°°% ►►netttt► Joaquin Velez PE'No.691B2 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev. 10103/2015 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 properly Incorporate this design Into the overall to buckling Individual truss chord members only. Additional temporary and permanent bracing MOW building design. Bracing Indicated Is prevent of web and/or Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabricatlom storage, dellvery, erection and bracing of Trusses and truss systems, seeANSUMII QualifyCr9eda, DSB-89 and BCSI Building Compononl Tampa, FL 33610 Safely lntafnlalkwavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply 39 WATERSONG - COASTAL CONSTRUCTION AND � r � , T14764259 1491466 HJ7 Diagonal Hip Girder 3 1 ................ Job Reference o tionai ..... .. •.:r_,-._�.._a_:__Donn1 Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 20 ra rvu I en rnuuaureo, a 1­ 1 uc .,may 1 1 �.. aUv I D: RU 19oi4tySPAN Fe5bXTKcLygagL-?SUhBwOg5VZGwVC5Usw_t Q7?9?7C6pMmfeGlylygGY4 d-i n-i 9-10-1 4-10-1 Scale = 1:28.7 NAILED 3x6 II NAILED NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.05 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.08 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) -0.06 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 50 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 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=101/Mechanical, 4=1/Mechanical, 5=330/0-11-5 Max Horz 5=361(LC 8) • Max Uplift 3= 287(LC 8), 4=-179(LC 5), 5=-770(LC 8) - Max Grav 3=101(LC 1), 4=67(LC 3), 5=330(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. . TOP CHORD 1-2=-356/83 BOT CHORD 1-5— 0/361 WEBS 2-5=309/482 NOTES- (8) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.0psf; h=35ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a-10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on 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 at=lb) 3=287, 4=179, 5=770. 6) 'NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per. ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 6=155(F=78, B=78) 8= 90(F= 45, B=-45) 9=227(F=113, B=113) �,�O QUIN ,OP O E N S <�� loop No 68182 -0 'ir 's-0 OF W ,.< o,P '` % e /i11i1111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 7,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with WIFFekV connectors. This design Is based only upon pmametets shown. and Is for an Individual buiding component, not a truss system. Before use, the building designer must verify the applicablllty of design parameters and properly Incorporate this design Into the overall Additional temporary and permanent bracing MOW building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. 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, seepNSU►PIr Quality Cdfedo, DSB-89 and BC91 Building Component 6904 Parke East Blvd. Safety InfonnaRonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply 39 WATERSONG - COASTAL CONSTRUCTION AND •. �- ° � -� T74764261 1491466 HJ7B Diagonal Hip Girder 1 1 Job Reference o tional Builders FirstSource, Tampa, Plant city, Florlda 33b66 o.zza s imay z4 za i a rvu r en uruusurea, mv. i u. 9 1 iv.co.w <v to U. i I D:RU 19oi4tySPAN Fe5bXTKcLygagL-Tf23PG 1 Jsph7Yfml2ZRDZdgBoPTPrGnvul?sU BygGY3 4-6.3 9-2-4 4-6-3 4-8-1 Scale=1:25.4 NAILED 3x6 II NAILED NAILED 2.8-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 `TCDL 7.0 Lumber DOL 1.26 BC 0.37 Vert(CT) 0.05 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO W8 0.13 Horz(CT) -0.06 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 47lb 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 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=77/Mechanical, 4_ 15/Mechanical, 5=321/0-11-5 Max Horz 5=337(LC 8) Max Uplift 3= 256(LC 8), 4=-157(LC 5), 5=-745(LC 8) Max Grav 3=77(LC 1), 4--49(LC 3), 5=321(LC 1) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-327/80 BOTCHORD 1-5=-0/337 WEBS 2-5=-289/445 NOTES- (8) 1) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph; TCDL=4.2psf; BCDL=3.Opsf; h=35ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (envelope); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *'This truss has been designed for a live load of 20.Opsf on 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 atdb) 3=256, 4=157, 5=745. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual• building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 6=155(F=78, B=78) 8=-90(F= 45, B= 45) 9=227(F=113, B=113) ,��tilllller��� QUI N VF�• ON ' G E N tie® No 68182 ST OF .' 41J' • ��• A P '���a1►111111���, Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 L WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE Design valid for use only with MITekD connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPI1 Quality Criteria, DSB.99 and BCSI Bu©ding Component MiTek' 6904 Parke East Blvd. . Job Truss Truss Type Oty, Ply 39 WATERSONG - COASTAL CONSTRUCTION AND 6 i � • T14764262 1491466 VT1 Valley 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.220 s May 24 2018 MITek Industries, Inc. Tue Aug 7 10:23:39 2018 Page 1 I D:RU 19oi4tySPAN Fe5bXTKcLygagL-yrcRcb2xd6p_ApLUbHyS6rCO5ptoal536ylPOdygGY2 3-0-0 3-0-0 v a 0 2x4 11 2 2x4 i 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 TCDL 7.0 Lumber DOL 1.25 BC 0.10 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FB02017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=86/2-11-9,3=86/2-11-9 Max Horz 1=119(LC 12) Max Uplift 1=-50(LC 12), 3= 120(LC 12) Max Grav 1=97(LC 19), 3=120(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) Well Lid Vert(LL) n/a n/a 999 Vert(CT) n/a n!a 999 Horz(CT) 0.00 r1/a n/a Scale = 1:11.6 PLATES GRIP MT20 2441190 Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins, except end verticals. 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; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pelf 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 Ito uplift at joint(s) 1 except Gt=lb) 3=120. 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." QV IN ,OP' • •E IV • �FC� SI s No 68182 m r�o •Q.a S OF .' 4/� d�., .off �•P ;�_��� '. •. ONAX-Ei Joaquln Velez PE No.68182 WeltUSA, Inc. FL Cert 6634 69g4 Parke East Blvd: Tampa FL 33610 Date: August 7,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITe'x& connectors. This designn 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 buckling InclMduai truss chord members only. Additional temporary and permanent bracing MOW building design. Bracing Indicated Is to prevent of web and/or is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeAALWW1I QualityCiftd% DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety frrtormallonavallable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols Numbering System A General Safety Noes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-%I.r M For 4 x 2 orientation, locate plates 0-1114' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate to cation detaf7s available in MiTek20120 software or upon request. PLATE SIZE • The first dimension is the plate width measured perpendicular • X to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI; Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses., • 6-4-8 1 dimensions shown in ff-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS r) c O O a- O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING .AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ]CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane atjoint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19°/a at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11.. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15, Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.