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HomeMy WebLinkAboutTrussFOS ENOINEERINO ASSOCIATES April 22, 2020 Building Department 249 MaitlandAvenue, Suite 3000 Altamonte Springs, Florida 3.2701 P: (321)972=0491 1 F: (321)972-0484 '1 E: info@fdseng.com Website: www.fdseng.com Ref: Adams Homes Lot: Lot 21• Blk 2 . . Subdivision: Fort Pierce - Waterstone Address: 8216 Amalfi Cir. Model: 2508 CR LHG . KA # • 20.-3002 Truss Company:, Builders First Source Date of drawings: 4/20/20 Job No.: 2322946 Wind Speed:. -160. Exposure: - C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package - co mplies with the original design intent and the underlying. structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied. to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for. general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub' -contractor is also responsible for confirming all quantities and dimensions; selecting. appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any.questions, please do not ekitatatuepjja. P At: LO ses S.. Sincerely, . mJ� •'�j C E fV* 0�j p No 87864 . cn �:13: d ; STAT aA '�, ••� R I •, p:•'�� �o Carl A. Brown, P.E. Luis•pap�1c`a� ° ` s 111 �%% FL. # 56126 L. # 87W 41i III All 4/22/2020 Todd M. Born, P.E. FL. # 82126 "Doing Business With a Service Mindset and an Eye for Detail". , 11 aeee�eeeeeeeeeeieeeeeeeeee■�ee� haq 1� 3 � _ 1 rl ®1 �l� le® ®1 e�� III■� �_e�� _�� le® gel � gel le_ Il II ail ■i� . r � ��o :_ ... Ile le ■Ii aF I1 II III. in Ile IS II! 1■ I I 1: 11 SIMPSON CONNECTOR SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYMBOL 0 1. A-11 LUS24 1896 1490 1LA' 0 A_ HTU26 3600 1555 1w 0 B HTU28 4680 2140 1LB 0 C HTU26-2 3600 2175 • J Lo 0 D HTU28-2 4680 13485 J ID 0 1 E I HGUS26-2 15320 2155 11E 0 1 F I HGUS28-2 7460 3235 J LF 0 G HGUS26-3 5230 2155 J LEI, 0 H HGUS28-3 7460 3235 IH 0 J THJA-26 9100. 4095 1 w 32 318 NOP +❑ Reviewed and Approved ❑ Reviewed with Notations ❑ Revise and Resubmit ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this 'review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance. with the, information given in the contract documents. The contractor is responsible for confum ng and correlating all.quantities and dimensions; selecting fabrication processes and techniques of cgnstruction; coordinating his work with that of all other tiades and performing his work in a safe and satisfactory manner ^ FDS ENGINEERING ASSOCIATES Date:04/22/2020 By: Submittal No.: Project No.: 20-3004 Project Ei g: Luis Torres Project Name: Adams Homes - Fort Pierce - Waterston Lot 21 Bl. 2 REVIEWED FOR CODE COMPLIANCE STa LUCIE C LINTY OCC VERIFY ALL DIMENSIONS AND CEIUNG CONDITIONS PRIOR TO APPROVAL SOUS CEILING FRAMING REQUIRED IN FIELD BY BUILDER MAIN YOM FORCE RESLSTINO SYSTEMIC{ ENCLOSED HYBRID MD MC040 IMPORTANT EXPOSURE CATEGORY C OCCUPANCY CATEGORY F This Drawing Must Be Approved And WND LOAD ISO APH WINDIMPORTANCE FACTORIAO Returned Before Fabrication Will. TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCUFMNT WITH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To APBELO Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF BCDL: 10 PSF BCDL: 6 PSF By Date TOTAL: 37 PSF TOTAL: 66 PSF DURATION: 1.26 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO. ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (le. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF .GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4)UPLIFT AND GRAVITY.REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 0112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2017 BEARING HEIGHT SCHEDULE Hatch Legend F78'-0" aff 10'4' aff BUILDER: Adams Homes PROJECT: Single Family. MODEL' 1 2508 C /CR 2CG ADDRESS: 8216 AMALFI CIR LOT / BLOCK: 2112 SUBDIVISION: I WATERSTONE CITY: I FORT PIERCE DRAWN BY-, KSANCHEZ ' JOB • : 2322946 DATE: 04/20/2020 SCALE: NTS PLAN DATE: 2020 REVISIONS: 1. 2. 3. 4. 6'IftAlidem FirstSoume 4408 Airport Road Plant City; FL 33563 Ph. (813) 306-1300 Fox (813) 305-1301 x m m RECEIVED Lumber design values are in accordance with ANSI/TPI 1 section 6.3 Ali! 10 2020 These truss designs rely on lumber values established by others. ® permitting Department -t Lucie county MiTek RE: 2322946 - LOT 21/2 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2322946 Model: 2508 Ezra, FL 33610-4115 Lot/Block: 21/2 Subdivision: Waterstone-St Lucie County Address: 8216 Amalfi Cir., . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M Address: City: State: 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: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 42 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T20016914 A01 4/20/20 15 T20016928 A13 4/20/20 2 T20016915 A01A 4/20/20 16 T20016929 A14 4/20/20 3 T20016916 A01 B 4/20120 17 T20016930 A15 4/20/20 4 T20016917 A02 4/20/20 18 T20016931 A16 4/20/20 5 T20016918 A03 4/20/20 19 T20016932 A17 4/20/20 6 T20016919 A04 4/20/20 20 T20016933 B01 4/20/20 7 T20016920 A05 4/20/20 21 T20016934 B13 4/20/20 8 T20016921 A06 4/20/20 22 T20016935 B13A 4/20/20 9 T20016922 A07 4/20/20 23 T20016936 B13B 4/20/20 10 T20016923 A08 4/20/20 24 T20016937 Cl 4/20/20 �y�® ��� 11 T20016924 A09 4/20/20 25 T20016938 C3 4/20/20 REVIEWED 12 T20016925 A10 4/20/20 26 T20016939 C5 4/20/20 13 T20016926 All 4/20/20 27 T20016940 D01 4/20/20 CODE COMPLIANCE 14 T20016927 Al2 4/20/20 28 T20016941 D01S 4/20/20 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature T. LV CIE®UNTY Printed copies of this document are not considered signed and sealed and the signature must be verified on anyBcG()(3opies 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, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSUTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design perANSI/TPI 1, Chapter 2. :S1`AT.01 0 NI, Atit. U n Nelei Pfi`No.68182; k,l1SA;lnci _IJT'466A4 1'Parke_lFw-1v4:TampaFt 33610, April 20,2020 Velez, Joaquin 1 of 2 M-I'Tek" RE: 2322946 - LOT 21/2 WATERSTONE MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2322946 Model: 2508 CR Lot/Block: 21/2 Subdivision: Waterstone-St Lucie County Address: 8216 Amalfi Cir., . City: Fort Pierce State: FL No. Seal# Truss Name Date 29 T20016942 D02 4/20/20 30 T20016943 E7 4/20/20 31 T20016944 EN 4/20/20 32 T20016945 E7VA 4/20/20 33 T20016946 E7VB 4/20/20 34 T20016947 E7VC 4/20/20 35 T20016948 F01 4/20/20 36 T20016949 H7 4/20/20 37 T20016950 PB1 4/20/20 38 T20016951 PB2 4/20/20 39 T20016952 PB3 4/20/20 40 T20016953 V2 4/20/20 41 T20016954 V3 4/20/20 42 T20016955 V4 4/20/20 2 of 2 job t Truss Truss Type Qty Ply LOT 21/2 WATERSTONE T20016914 2322946 A01 SPECIAL 5 1 Job Reference (optional) -di a G 4V wll I— IIIOUSaIC5, In V. IVIVrI Mpr LV-IOMU:4I ZUZU rage 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-z_BTlg_3d32puXOgU2sOfxWa3diYUxXZsQDF9wzOowG 1-0-0 5-3-0 8-10.8 14-11-8 21-0-0 25-4-0 1 29-8-g 35-8-8 41-10-15 46-7-4 8-0.0 6-1-0 6-0-8 44-0 4-0-0 6-0-8 6-2-7-12 1.5x8 STP 29 - �I 4x6 = 6.00 12 3x4 = 18 22 2 J20 3x6 = 2x4 11 6x8 = 5x6 = 3x6 = 5x6 = 6 31 7 32 33 8 Scale=1:90.5 5x6 10 1.5x8 STP = \\ 35 11 Icp v 12 o Io 0 N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.21 15-16 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 13-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.07 11 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 271 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-21: 2x4 SP No.3 4-0-0 oc bracing: 19-21 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-16, 7-15, 9-15 REACTIONS. (size) 2=0-8-0, 11=0-7-4, 21=0-3-8 Max Horz 2=376(LC 11) Max Uplift 2=-421(LC 12), 11=-734(LC 12), 21=-928(LC 12) Max Grav 2=363(LC 21), 11=1540(LC 18), 21=1839(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-300/484, 3-4=-275/379, 4-5=-1210/709, 5-6=-1623/1050, 6-7=-1391/1031, 7-8=-1650/1121, 8-9=-1882/1149, 9-10=-2624/1357, 10-11=-2855/1479 BOT CHORD 2-22=-399/232, 21-22=-399/232, 19-21=-1714/784, 4-19=-1721/764, 16-18=-552/1435, 15-16=-581/1576, 13-15=-933/2033, 11-13=-1214/2499 WEBS 4-18=-465/1396, 6-16=-192/516, 7-16=-427/250, 8-15=-240/557, 9-15=-687/474, 9-13=-69/454, 10-13=-312/302, 5-18=-728/448, 3-22=-288/216, 3-21 =-368/571 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Exterior(2) 21-0-0 to 24-0-0, Interior(1) 24-0-0 to 29-8-0, Exterior(2) 29-8-0 to 32-8-0, Interior(1) 32-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=421,11=734,21=928. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE N6.681827 MiTekUSA; Irfc,,FL Cert'8834;, 8904 Parke.E@st 81vrl.�TampaF6;33¢10 Date: April 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 S I' _" I l russ t ype IUty IPly ILOT 21/2 WATERSTONE T20016915 0 iource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:23 2020 Page 1 ID.? 1 YDfltmYJ 1 NmupVDA3te2z4H2S-vMIEAMOK9hlX8rA3bTuskMbvLRNPykVsJki MDpzOowE 1-0-0 7 2-1 9-7-11 14-11-8 21-0-0 25-4-0 29-8-0 35-8-8 41-10-15 46.7-0 8-0-0 -4-0 6-1-8 -1-4 2-0-15 5-3-12 6-0-8 4-4-0 4-4-0 6-0-8 6-2-7 4-8-5 -4-12 5x6 = 3x6 = 5x6 = 6.00 12 8 32 9 33 34 10 5x8 6 5 3x4 11 2.4 4 1.5x8 STP = 3 30 1 1 2 4x6 = 20 c 23 22 3x6 = 4x6 = 6x8 = 19 18 39 3x8 = 3x8 = 17 16 41 3x8 = 3x8 MT20HS = Scale = 1:90.5 - 1.5xSTP = 86 13 IT 14 o 9 15 N 3x6 = 4x6 = 7-2-12 , 8-1-8 6�r8 12-1-7 21-0-0 29-8-0 38-7-11 46 7-0 6-1-8 0-2-0 4-10-11 ' 8-10-9 0-11-4 8-8-0 8-11-11 7-11-9 1 Plate Offsets (X,Y)— [5:0-0-0,0-1-12][8:0-3-0 0-2-0) [10.0-3-0 0-2-0j [12'0-3-0 0-3-0) [23'0-3-8 0-3-0) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.25 17-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.48 15-17 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 270 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-23: 2x4 SP No.3 4-0-0 oc bracing: 21-23 WEBS 2x4 SP No.3 WEBS 1 Row at micipt 7-18, 9-18, 9-17, 11-17 REACTIONS. (size) 2=0-8-0, 13=0-7-4, 23=0-4-0 Max Horz 2=376(LC 11) Max Uplift 2=-325(LC 12), 13=-780(LC 12), 23=-872(LC 12) Max Grav 2=274(LC 21), 13=1629(LC 18), 23=1867(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-260/359, 3-4=-269/414, 4-6=-193/312, 6-7=-2164/1241, 7-8=-1955/1230, 8-9=-1707/1194, 9-10=-1827/1231, 10-11=-2079/1270, 11-12=-2818/1479, 12-13=-3043/1594 ' BOT CHORD 21-23=-18001796, 20-21=-826/1887, 18-20=-862/2105, 17-18=-717/1867, 15-17=-1041/2207, 13-15=-1315/2665 WEBS 7-18=-367/334, 8-18=-269/646, 9-18=-344/187, 10-17=-293/660, 11-17=-685/472, 11-15=-70/452, 12-15=-305/297, 6-20=01330, 6-21=-2429/1045 NOTES- 1) Unbalanced roof live loads have'been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, interior(1) 1-8-0 to 21-0-0, Exterior(2) 21-0-0 to 24-0-0, Interior(1) 24-0-0 to 29-8-0, Exterior(2) 29-8-0 to 32-8-0, Interior(1) 32-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 This item has been 3) Provide adequate drainage to prevent water ponding. electronically Signed and 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom chord and any other members, with BCDL = 10.0psf. Printed copies Of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) document are not considered 2=325, 13=780, 23=872. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum signed and sealed and the sheetrock be applied directly to the bottom chord. signature must be verified on any electronic copies. .MTJoaquin Velez PE No.6a192+ ek'USA; Ine.iFL•Cerf66�; 8904 Parke East'Blvd ,Tampa FL 33910 Date: April 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.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 a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 9 iTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Vl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria; DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Parke 3ast ,lob I Truss Truss Type City Ply LOT 21/2 WATERSTONE r2ao1ssls 2322946 A018 Hip 1 1 Job Reference o tional Builders Pustaource (Plant City, FL), Plant City, FL - 33bbf, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:25 2020 Page 1 ID:YuAUBcdPWCx6RhnNP_DwTzU6L_ slQ_a2lahlZFN9JRjuxKpnhFfE51QhE8n2BTlhzOowC -1-4-0 4-3.6 8-0-5 14-6-3 21-0-0 25-4-0 29-8-0 35-1-14 40-7-11 46-7-4 8-0- 4-0 4-3.6 3-8-15 6-5-13 6-5-13 4-4-0 4-4-0 5-5-14 5-5-14 5-11-9 1-4-1 20 4x6 = 6x8 = 5x6 = . 3x6 = 5x6= 6.00 R-2 6 7 29 8 14-6-3 3x8 = 3x8 MT20HS = 29-8-0 46-7-4 Scale=1:84.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.24 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.42 15-17 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 274 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 4-20: 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-17, 7-15 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4 Max Horz 2=376(LC 11) Max Uplift 2=-184(LC 12), 20=-828(LC 12), 11=-737(LC 12) Max Grav 2=277(LC 21), 20=1959(LC 17), 11=1536(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-245/644, 4-5=-1630/969, 5-6=-1654/1098, 6-7=-1409/1087, 7-8=-1644/1173, 8-9=-1869/1207, 9-10=-2571/1430, 10-11=-2768/1492 BOT CHORD 19-20=-1822/1013, 4-19=-1752/1048, 18-19=-388/266, 17-18=-606/1523, 15-17=-619/1602, 13-15=-948/1975, 11-13=-1204/2408 WEBS 3-19=-509/311, 4-18=-903/1757, 5-18=-412/349, 6-17=-197/498, 7-17=-421/259, 8-15=-266/569, 9-15=-661/476, 9-13=-128/500, 10-13=-322/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Exterior(2) 21-0-0 to 25-4-0, Interior(1) 25-4-0 to 29-8-0, Exterior(2) 29-8-0 to 33-10-15, Interior(1) 33-10-15 to 48-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=184,20=828,11=737. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin YelezPE N6.681821 MiTek USA;1n'LkCart;6634 6904 Park_e,EasFblvd. 3ampa FL 33610 Date: April 20,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M8.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ob Y Truss Truss Type Qty Ply LOT 21/2 WATERSTONE T20016917 2322946 A02 SPECIAL 1 1 Job Reference (optional) Irst6ource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:28 2020 Page 1 ID:?1 YDfltmYJ1 NmupVDA3te2z4H2S-GK67D34SzDxgEc2000U1 RPJiLS4Fd5AbTOQ7vOzOow9 1 4-0 6-0-14 8-11-0 13-0-4 21-0-0 25-4.0 29-8-0 37-7-12 45-7-8 -4-0 6-0-14 2-10-2 4-1-4 7-11-12 4-4-0 4-4-0 7-11-12 7-11-12 19 18 4x6 — 6x8 = 6.00 12 5x6 = 2x4 II. 5x6 = 29 t 30 31 8 3x8 MT20HS = 15-4-5 , 25-4.0 1 35-3-11 Scale = 1:85.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.31 19-22 >341 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.58 12-14 >760 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.62 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 254 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 8-9,9-11:.2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 *Except* 2-2-0 oc bracing: 17-19 2-18: 2x4 SP No.2, 4-19: 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 6-16, 7-14, 8-1,4 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 2=0-8-0, 11=0-3-0, 19=0=3-8 Max Horz 2=362(LC 11) Max Uplift 2=-433(LC 12), 11=-619(LC 12), 19=-897(LC 12) Max Grav 2=405(LC 21), 11=1450(LC 18), 19=1798(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-304/408, 3-4=-188/375, 4-5=-156/367, 5-6=-1574/1082, 6-7=-1602/1101, 7-8=-1602/1101, 8-9=-2250/1324, 9-11=-2382/1299 BOT CHORD 2-19=-420/236, 17-19=-1615/588, 16-17=-685/1290, 14-16=-593/1454, 12-14=-648/1500, 11-12=-1007/2029 WEBS 5-17=-2000/789, 5-16=01401, 6-14=-116/584, 8-14=-85/291, 8-12=-304/693, 9-12=-373/429, 3-19=-300/402 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Exterior(2) 21-0-0 to 24-0-0, Interior(1) 24-0-0 to 29-8-0, Exterior(2) 29-8-0 to 32-8-0, Interior(1) 32-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=433, 11=619, 19=897. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any_ electronic copies. 46pquinV'616z PE No.68182: �MiTek;iJSA; Iife.FL Cert�6634,; . 6904 Pafke,Easf8lvd. Tampa FL;3381Q Date: April 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MBTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Parke East Blvd. ss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Parke East ob Truss Truss Type Qty Ply]LOT 2112 WATERSTONET20016918 2322946 A03 SPECIAL 1 ob Reference (optional) o—v s mdr d zuzu mi I ex muusmes, mc. mon Apr zu 1s:ou:za zuzu rage 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-kWgVQP45kX3hsmdCyk?G_druCrTBMZikig9gRTzOow8 -1-4-0 8-11-0 12-11-10 19.0-0 25-4-0 31-8-0 37-8-6 45-7-8 -0-04-0-10 6-0-6 6-4-0 6-4-0 6-0-6 7-11-2 Scale = 1:85.4 6.00 12 5x6 = 2x4 II 5x6 = 5 28 6 29 30 7 M 18 Ir _ 4x6 = 6x8 15-7-9 , 25-4-0 1 35-0-8 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 FBC2017ITP12014 CSI. TC 0.75 BC 0.75 WB 0.54 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0.32 18-25 >331 240 -0.51 11-13 >872 180 0.09 .10 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 245 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except' 5-4-0 oc bracing: 16-18 2-17: 2x4 SP No.2, 3-18: 2x6 SP No.2 WEBS 1 Row at midpt 4-16, 5-15 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 10=0-3-0, 2=0-8-0, 18=0-3-8 Max Horz 2=402(LC 11) Max Uplift 10=-603(LC 12), 2=-345(LC 12), 18=-997(LC 12) Max Grav 10=1419(LC 18), 2=329(LC 21), 18=1828(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-196/372, 3-4=-116/476, 4-5=-1465/929, 5-6=-1743/1150, 6-7=-1743/1150, 7-8=-2150/1250, 8-10=-2301/1257 BOT CHORD 2-18=-259/53, 16-18=-1832/1017, 3-16=-326/341, 15-16=-491/1124, 13-15=-569/1395, 11 -1 3=-704/1562, 10-11=-974/1954 WEBS 4-16=-2000/984, 4-15=-47/474, 5-13=-287/702, 6-13=-374/357, 7-13=-68/333, 7-11=-202/569, 8-11=-307/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 31-8-0, Exterior(2) 31-8-0 to 34-8-0, Interior(1) 34-8-0 to 45-7-8 zone; porch left exposed;C-C for This item has been members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. sealed Sealed by Velez, Joaquin, PE y Vell 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. usinga Signature. 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 Printed copies of this will fit between the bottom chord and any other members, with BCDL = 10.0psf. document are not Considered 7) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 100 lb uplift atjoint(s) except (jt=lb) signed and sealed and the 10=603, 2=345,18=997. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum signature must be verified sheetrock be applied directly to the bottom chord. on any, electronic, copies. Joaquin Velez PE No:68.18Z- MiTOKUSA, lii'c,,FL'gert{8834, 6904'Parke,EastBlvd Tampa,FL;33810' Date: April 20,2020 ® WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11411.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MBTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P/f Quality Criteria, DSB-89 and SCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 6904 Parke 36610 East Job 9 Truss Truss Type City Ply LOT 21/2 WATERSTONE T20016919 2322946 A04 SPECIAL 1 1 Job Reference o tional Builders Flrstsource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:31 2020 Page 1 ID:?l YDfltmYJ 1 NmupV DA3te2z4H2S-gvnFr56LG8JP54nb391 k32xBhf7tgW m 19_enVLzOow6 -1-4-0 8-11-0 12-6-5 17-0-0 22-2-12 28-5-4 33-8-0 38-3-8 45-7-8 -4-0 8-11-0 3-7-5 4-5-11 5-2-12 6-2-8 5-2-127-4-0 6.00 12 5x6 = 3x6 = 5x6 = 5x6 = 5 30 6 7 31 8 Scale = 1:83.9 M M 0 20 is 4x6 = 4x10 MT20HS 11 8-9-0 3x8 = 38-3-8 11 I� 0 0 IQ LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.39 20-27 >273 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.29 20-27 >363 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.10 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 249 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 4-1-0 oc bracing: 18-20 SLIDER Right 2x6 SP No.2 1-11-12 WEBS 1 Row at midpt 4-18, 6-17, 7-13 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 20=0-3-8 Max Horz 2=288(LC 11) Max Uplift 11=-609(LC 12), 2=-387(LC 12), 20=-953(LC 12) Max Grav 11=1377(LC 18), 2=345(LC 21), 20=1763(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-152/369, 3-4=-76/342, 4-5=-1507/1010, 5-6=-1311/987, 6-7=-190211254, 7-8=-1750/1181, 8-9=-1968/1230, 9-11=-2210/1272 BOT CHORD 18-20=-1770/960, 3-18=-403/436, 17-18=-542/962, 15-17=-876/1745, 13-15=-949/1884, 12-13=-997/1875, 11-12=-997/1875 WEBS 4-18=-1716/770, 4-17=-117/522, 5-17=-180/460, 6-17=-772/455, 6-15=-36/371, 7-13=-423/262, 8-13=-304/615, 9-13=-295/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterior(2) 17-0-0 to 20-0-0, Interior(1) 20-0-0 to 33-8-0, Exterioi(2) 33-8-0 to 36-8-0, Interior(1) 36-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 11=609, 2=387, 20=953. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. 'Joaguih Vetez PE No;88182 MiTeKU54; In'c; FL Cett 86X 8904,Parke;EastBtvd.7ampa FL_3-;lj% Date: April 20,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system.. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 V I "ss I i russ type IQty IPly ILOT 21/2 WATERSTONE T20016920 IAua JF't(;IAL 1 I 1 Job Reference (optional) FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:32 2020 Page 1 ID:?1 YDfItmYJ 1 NmupVDA3te2z4H2S-85Le2R7zl SRGjD MndsZzbFTQK3SWZfZAOeOL2nZOow5 -1-4-0 5-8-2 8-11-8 15-0-0 21-10-7 29-4-4 35-8-0 40-11-3 45-7-8 -4-0 5-8-2 3-3-6 6-0-8 6-10-7 7-5-13 6-3-12 5-3-2 4-8-5 6.00 12 5x6 = 5x6 = 5 29 30 6 5x6 28 4 2x4 3 1.5x8 STP = 27 7 r� 1 2 5x6 = 36 37 16 15 3839 19 18 3x6 = 3x8 MT20HS = 46 = 6x8 = 8-9-0 3x6 = 5x6 = 317 32 33 8 14 40 41 13 12 3x6 = 3x8 = 3x8 MT20HS = Scale = 1:83.9 34 2x4 9 4x6 35 10 c? 0 11 Itr n 0 o 9 IN 5x8 11 45-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.31 19-26 >344 240 MT20 TCDL 7.0 LumberDOL 1.25 BC 0.94 Vert(CT) -0.4412-14 >996 180 MT20HS BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 240lb LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-19: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS SLIDER Right 2x6 SP M 26 2-6-0 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=251(LC 11) Max Uplift 11=-617(LC 12), 2=-425(LC 12), 19=-909(LC 12) Max Grav 11=1367(LC 18), 2=388(LC 21), 19=1733(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-271/403, 3-4=-80/283, 4-5=-151/454, 5-6=-1573/1117:6-7=-2257/1466, 7-8=-1856/1239, 8-9=-2069/1267, 9-11=-2197/1357 BOT CHORD ' 2-19=-416/216, 17-19=-1602/719, 4-17=-338/315, 16-17=-689/1273, 14-16=-1136/2076, 12-14=-1204/2242, 11-12=-108811873 WEBS 5-17=-1746/670, 5-16=-331/940, 6-16=-824/548, 6-14=-15/327, 7-12=-648/408, 8-12=-239/594, 3-19=-265/349 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 2-2-0 oc bracing: 17-19 1 Row at midpt 5-17, 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2) 15-0-0 to 18-0-0, Interior(1) 18-0-0 to 35-8-0, Exterior(2) 35-8-0 to 38-8-0, Interior(1) 38-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=617, 2=425, 19=909. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mr rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. GRIP 244/190 187/143 FT=20% This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Veli3z.PE N6.66162 MiFakUSA, Ipc,fLCirt'6674, ;8904 Parke:Easi Blvd. Tampa F.L133610 Date_: April 20,2020 MiTek` 6904 Parke East Blvd. Tampa, FL 36610 .dab Truss Truss Type Qty Ply LOT 2112 WATERSTONE T20016921 2322946 A06 Roof Special 1 1 Job Reference o tional -•�-�•••�� v •�••• •-••,• • •-,• � • "w• - •��� o. u s rvmi a tutu rvu i en inuus[nes, Inc. man Apr zu-Id:ou:64 zuzu rage 1 13-6-e ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-5UTOT78DZ3hzyXVAIHbRhgZnOs741pOTrytR6gzOow3 114 8-8-0 12-10-8 13- - 19-6.14 za•BS 32 -14 37-e-0 a3-t 0-tz sae-0 z-0-0 45-12 4-2-4 4-2-8 0.118 6-0-6 5.1.7 7.8.9 5J-3 8-2-12 6T-4 -4-0 0-0-8 Scale=1:91.9 3x6 11 3x4 II 4x6 = 4x6 = 6x8 = 1 28 2 29 3 4 5 30 4x6 = 7x10 = 3x6 = 5x6 = 6.00 12 6 31 7 32 8 33 934 24 20 19 18 '". .. ," "" „' 14 13 3x6 - 3x8 = 3.00 12 3x6 II 3x8 = = 3x8 = 2x4 II 4x6 = 1.Sx8 STP = 3x6 = 3x6 3x8 MT20HS = 13-8-8 13-8-8 8-8-0 12.10-8 13TI 19-6-14 21-7.0 28-6-10 37-8-0 4II_21 2 50-6-0 8-8 0 4-2-8 0-1t8-i 5-10-6 2-0-2 6-11-10 0-0-8 9-1-6 6-2-12 6-8-0 0.2-0 Plate Offsets (X,Y)— f7:0-5-0,0-5-01,[9:0-3-0 0-2-01 [10:0-3-0 0-3-01 [21:0-7-4 0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.23 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.43 14-16 >999 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.64 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 333 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4,4-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 3-0-0 oc bracing: 19-21 5-19: 2x4 SP No.3 WEBS 1 Row at midpt 6-21, 7-18, 8-14 WEBS 2x4 SP No.3 REACTIONS. (size) 24=0-8-0, 19=0-4-0, 11=0-8-0 Max Harz 24=-396(LC 12) Max Uplift 24=-265(LC 8), 19=-894(LC 12), ll=-673(LC 12) Max Grav 24=259(LC 21), 19=2280(LC 1), 11=1378(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-316/823, 4-5=-318/826, 5-6=-318/836, 6-7=-578/539, 7-8=-1593/1035, 8-9=-1680/1137, 9-1 0=-1 914/1158, 10-11=-2441/1361 BOT CHORD 23-24=-186/414, 22-23=-326/528, 21-22=-841/720, 19-21=-2234/1186, 5-21=-830/514, 16-1 8=-50 111203, 14-16=-754/1638, 13-14=-1086/2108, 11-13=-1084/2111 WEBS 2-23=-313/227, 3-23=0/403, 18-21 =-1 37/674, 6-21=-1759/1045, 6-18=-391/880, 7-18=-1117/676, 7-16=-183/649, 8-16=-325/315, 8-14=-260/160, 9-14=-219/570, 10-14=-609/450, 10-13=0/251, 3-22=-930/328, 4-22=-201/508 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 37-8-0, Exterior(2) 37-8-0 to 41-10-15, Interior(1) 41-10-15 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber This item has been DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. electronically signed and 4) All plates are MT20 plates unless otherwise indicated. Sealed by Vel Vel Velez, Joaquin, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Using a e Signature. 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 Printed copies of this will fit between the bottom chord and any other members, with BCDL = 10.Opsf. document are not Considered 7) Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Signed and Sealed and the capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) signature must be verified 24=265, 19=894, 11=673. on any electronic copies. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.88182` sheetrock be applied directly to the bottom chord. MiTek USA; Ir!'e, FL Cert 8634, 8904 Parke.EastBlvd.Tompa 171;§3610 Date: April 20,2020 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. ' Design valid for use onlywith MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPH Quality Criteria, DSB-89 and BCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 6904 Parke East ob s Truss Type Qty Ply LOT 21/2 WATERSTONE TArOu7 T20016922 2322946 SPECIAL 1 1 Job Reference o tional o.- a rviai a cucu Iva i eR ntuustnes, Inc. man Apr zu -I d:0u:3b zuzu rage 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-1 tb8uoAU5gxhBrfYsidvm5e7OggDVf9mJGMYBZzOow1 64-4 11-0-0 15-10-13 19-4-9 23-11-8 32-0-2 42-0-0 45-10-12 50 8 0 6-4-4 4-7-12 4-10-13 3-5-12 4-6-15 8-0-10 9-11-14 3-10-12 Scale = 1:91.9 5x6 = 3x6 5x6 = 3x6 5x6 = 2x4 II 3x6 — 3x4 II 6.00 12 4 27 285 29 6 30 7 31 8 9 32 10 33 11 I9 N 21 20 19 34 35 18 36 17 16 37 38 15 12 4x6 = 2x4 II 3x8 = 6x8 = 3x8 = 3x6 = 3x8 MT20HS =3x6 = 3.00 12 1.5x8 STP = 3x6 zz 11-0-0 , 19-4-9 28-6-7 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 Cade FBC2017/TPI2014 CSI. TC 0.63 BC 0.85 WS 0.87 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) 0.21 18-20 >999 240 Vert(CT) -0.39 18-20 >999 180 Horz(CT) 0.11 15 n/a n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 284 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 8-15: 2x4 SP No.3 5-6-0 oc bracing: 14-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-15 REACTIONS. (size) 12=0-8-0, 15=0-3-8, 2=0-8-0 Max Horz 2=351(LC 12) Max Uplift 12=-233(LC 9), 15=-900(LC 12), 2=-678(LC 12) Max Grav 12=473(LC 22), 15=1924(LC 1). 2=1439(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2589/1373, 3-4=-2191/1240, 4-5=-1942/1187, 5-6=-2237/1257, 6-7=-1525/802, 8-9=-426/188, 9-10=-416/178 BOT CHORD 14-15=-670/431, 8-14=-617/445, 12-13=-216/335, 2-21=-1468/2324, 20-21=-1468/2324, 18-20=-1355/2222, 16-18=-1218/2042, 15-16=-553/960 WEBS 3-20=-484/349, 4-20=-315/763, 5-20=-556/294, 6-18=-61/315, 6-16=-853/654, 7-16=-47011065,7-15=-1563/969,8-13=-343/623,10-12=-450/316 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This Item has been 4) All plates are MT20 plates unless otherwise indicated. electronically signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * Sealed by Velez, Joaquin, PE 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Digital Signature. using a 9 9 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Printed copies of this capacity of bearing surface. document are not considered 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at=lb) signed and sealed the 12=233, 15=900, 2=678. and 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum signature must be verified sheetrock be applied directly to the bottom chord. on any electronic. Copies. Joaquin Vetez PE No:88182 MiTekO64jnc,.FL C46634, 6900:Parke fast Blvd. Tampa FL;33810 bate: April 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M0.7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Pl1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. ParkeEast 6904 Parke East Blvd. Tampa, 36610 Job Truss Truss Type City Ply T20016923 2322946 A08 SPECIAL 1 1 �LOT21/2WATERSTONE Job Reference o tional ounuc........ mue tram ­y, rLI, Want �ny, rL -ooaot, t5.z4u S Mar 9 2uzu MI I eK InOUStnes, Inc. Mon Apr 20 13:50:37 2020 Page 1 ID:?1YDfltmYJ1NmupVDA3te2z4H2S-V39X68B6s 3Yp?EIQP881JBGm49GEBCvXw55j?zOowO 19-8-1 14-0 6-34 9-0-0 16-0-11 1 0 23. O 29-11-5 37 0-0 42-0.0 46-5-4 50.8-0 4=0 6-34 2-8-12 7.0-11 0- 5 4-3-15 6.11-5 7-0.114-54 4-2-12 24-1 5x6 = 6.00 12 3x6 — 5x6 = 3x6 — 5x6 = 2x4 II 3x6 — 3x4 II — — — 2x4 4 26 27 5 28 6 29 7 30 8 9 31 10 32 11 Scale = 1:91.9 �o N 21 20 19 18 17 16 15 12 4x6 = 3x8 MT20HS = 3x6 = 3x6 = 6x8 = 3.00 12 1.5x8 STP = 3x8 = 3x8 MT20HS = 3x6 Zz 18-8-1 , 274-0 1 36-10-0 37-M 42-M 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 0.65 BC 0.93 WB 0.76 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.27 19 >999 240 Vert(CT) -0.49 19-21 >910 180 Horz(CT) 0.13 16 n/a n/a PLATES MT20 MT20HS Weight: 265lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-20: 2x4 SP No.1, 8-16: 2x4 SP No.3 4-6-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-21, 7-16 REACTIONS. (size) 12=0-8-0, 2=0-8-0, 16=0-3-8 Max Horz 2=297(LC 12) Max Uplift 12=-223(LC 9), 2=-682(LC 12), 16=-905(LC 12) Max Grav 12=460(LC 1), 2=1420(LC 1), 16=1936(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2519/1406, 3-4=-2326/1334, 4-5=-2069/1252, 5-6=-2688/1512, 6-7=-2018/1073, 8-9=-544/216,9-10=-531/205 BOT CHORD 2-21=-1438/2210, 19-21=-1604/2686, 18-19=-1464/2529, 16-18=-898/1599, 14-16=-746/515, 8-14=-691/526, 12-13=-238/372 WEBS 3-21=-289/284, 4-21=-333/787, 5-21=-739/452, 6-19=-70/272, 6-18=-742/568, 7-18=-351/843, 10-13=-1/312, 10-12=-482/340, 8-13=-420/744, 7-16=-1994/1219 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2) 9-0-0 to 12-0-0, Interior(1) 12-0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. This Item has been 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' electronically Signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. Printed Copies Of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) document are not considered 12=223, 2=682,16=905. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum signed and sealed and the signaturemust signature must l e verified sheetrock be applied directly to the bottom chord. re b any Copies. Joaquitl Yelk PE No.88182 MiTek USA, 6..FL Cerf6634', 'EL33810 U04 Parke EaM Blyd..Tampa Dale: - April 20,2020 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 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 n building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek` is always required for stability and to prevent collapse Wth possible personal Injury and property damage: For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ob Truss Truss Type Oty Ply LOT 21/2 WATERSTONE T20016924 2322946 A09 SPECIAL 1 n L Job Reference c tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:39 2020 Page 1 I D:zm bLkv5E LI DtgyehSMnN D7z4_Wx-RRGHXgCMObJ G 2107XgBcOkGb RtgO iOP C? DaCntzOow— W-0.9 11-4-0I 1 12-11-22 10.0-0 16730 22-0-0 -0 40.0 5.0 5 50-- 17 51 438 7 -40770000 3.10.14 0.4b ' 4-11-7 10.2 440 0-8-9 Scale = 1:91.9 5x6 = 6.00 12 5x6 = 3x8 = 5x6 = 3x4 = 5x6 = 2x4 II 3x4 II a 4 29 b 30 b 7 31 8 32 9 10 11 12 13 — 25 24 23 22 21 20 19 18 17 ­11 14 46 = 3x8 MT20HS = 2x4 11 5x6 = 6x12 MT20HS = 1.5x8 STP = 3.00 12 17.0-9 7-0-0 12-1-2 16.0-0 16 0 22-0-0 26-11-7 31-12-13 36-10.0 37- -0 43-5-0 50.&0 7-0.0 5-1-2 3-10-14 0. 4-11-7 4-11-7 411-7 411-3 0- -0 6-5.0 7-3-0 Plate Offsets (X,Y)— [3:0-3-0,0-2-0[,[5:0-2-8,0-3-0) [8:0-3-0 0-3-0) [10:0-3-0 0-3-0f [18:0-3-8 0-3-0) [20:0-3-0 0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.50 21-22 >879 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.59 21-22 >754 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.17 18 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 541 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-1-13 oc bracing. Except: 6-0-0 oc bracing: 16-18 REACTIONS. (size) 14=0-8-0, 2=0-8-0, 18=0-3-8 Max Horz 2=243(LC 8) Max Uplift 14=-545(LC 5), 2=-1625(LC 8), 18=-2463(LC 8) Max Grav 14=975(LC 14), 2=3184(LC 13), 18=4757(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6380/3131, 3-4=-5761/2910, 4-5=-7698/3950, 5-6=-8388/4316, 6-7=-6276/3235, 7-8=-3342/1711,8-9=-378/716,9-10=-706/1261,10-11=-1445/788,11-12=-1413/759 BOT CHORD 2-25=-2869/5665, 24-25=-3950/7698, 22-24=-4816/8388, 21-22=-4076/7901, 20-21=-4076/7901, 19-20=-3215/6219, 18-19=-1671/3245, 16-18=-1782/1040, 9-16=-651/527, 15-16=-368/377, 14-15=-640/963 WEBS 3-25=-995/2362, 4-25=-2461/1281, 4-24=-137/727, 5-24=-882/451, 6-21=0/303, 6-20=-2023/1047, 7-20=-489/1384, 7-19=-3542/1851, 8-19=-988/2372, 8-18=-4928/2550, 10-16=-1897/1128, 10-15=-500/1231, 11-15=-417/371, 12-15=-182/594, 12-14=-1193/836, 5-22=-1391295, 6-22=-294/597 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing atjoint(s) 14 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 14=54512=1625,18=2463. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jriaquin Velgz PE N0.68162' MiTek USA, Irie..FL' Cert@634, ,6904.Parke East Blvd..Tempa FL'33616 Date: Anril 9n 9non D tlairddR= ' IS end with 0-0-0 riht side setback 7-0-0 left side setback, and 7-0-0 end setback. ® WARNING -,Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with Mi rek0 connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply LOT 21/2 WATERSTONE T20016924 2322946 A09 SPECIAL 1 n G Job Reference (optional) Buuaers Firstaource (Fiant City, FL), runt uty, rl-- 33bb1, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:39 2020 Page 2 NOTES- ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-RRGHXq CMObJ G2107XgBcOkGbRtgOi0PC?DaCntzOow_ 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 762 lb down and 338 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-13=-1 12(F=-58), 25-26=-20, 18-25=-42(F=-22), 17-18=-42(F=-22), 15-16=-42(F=-22), 14-15=-42(F=-22) Concentrated Loads (lb) Vert: 25=-475(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 o23b 0 Truss Truss Type Qty Ply LOT 21/2 WATERSTONE T20016925 22946 A10 SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:40 2020 Page 1 ID:? 1 YDfltmYJ1 NmupVDA3te2z4H2S-vegfkAD_9vS7gSzK5YirwxoouHEDRRDMDIKmJKzOovz 1-4-0 6-1-8 14-3112 21-0-0 29-8-0 33-4-0 38.3-6 44-4-0 -4-0 8-1-8 814 6-8A 8-8-0 3-8-0 4-11.6 6-0-10 6.00 12 6x8 = 6x8 = 6 28 29 30 731 Scale=1:79.0 3x4 = 14 " 3x6 — 46 II 2x4 II 5x8 = 3x6 II 63-8 6-1-8 6-7 8 143-12 21-0-0 273-11 33-4-0 38-L6 44-4-0 8-1-8 23.2 a-0-0 si 83-11 6-0-5 4-11-0 6-0-10 Plate Ottsets (X,Y)— f6:0-1-12,0-3-12),[9:0-3-0 0-3-01[15:0-2-8 0-3-01 [22:0-3-0 0-0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.15 14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.25 19-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.10 11 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 291 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 4-1-0 oc bracing: 20-22 3-22,8-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-18, 6-16, 7-16 6-16: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 22=0-3-8, 11=0-3-8 Max Horz 2=348(LC 11) Max Uplift 2=-259(LC 12), 22=-901(LC 12). 11=-612(LC 12) Max Grav 2=273(LC 21). 22=1730(LC 17). 11=1450(LC 18) FORCES. (lb) -Max. Comp.Nax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-291/368, 3-5=-2129/1133, 5-6=-1798/1117, 6-7=-1569/1066, 7-8=-1983/1240, 8-9=-197711136, 9-1 0=-1 396/767, 10-11=-13901816 BOT CHORD 20-22=-1732/935, 3-20=-1644/980, 19-20=-191/274, 18-19=-893/1935, 16-18=-666/1636, 15-16=-647/1525 WEBS 3-19=-708/1676, 5-18=-385/288, 6-18=-103/418, 7-16=-39/284, 7-15=-254/520, 12-15=-596/1301, 9-15=-235/732, 9-12=-1027/613, 10-12=-626/1307 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 21-0-0, Exterior(2) 21-0-0 to 24-0-0, Interior(1) 24-0-0 to 29-8-0, Exterior(2) 29-8-0 to 32-8-0, Interior(1) 32-8-0 to 44-2-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at ioint(s) except Qt=lb) 2=259, 22=901, 11=612. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Wlez PE No.68182: MiTek USA; lii'c. FL 6e 4834; 6804 Park_e,East8W. Tampa F,L 33610 Date: April 20,2020 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 101031205 BEFORE USE. ' Design valid for use only with MTek® connectors. This design Is based only upon parametersshown, and Is tar an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job , Truss Truss Type Qty Ply LOT 21/2 WATERSTONE T20016926 2322946 A11 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:42 2020 Page 1 ID:?1YDfilmYJ1 NmupVDA3te2z4H2S-sOyQ9sEEgWirvm7iDzkJ?Mu3x5v_vLrehBpsNCzOovx 1-4-0-0 4-1�14 ,5-8-4 1 9-7-13 14-2-1 19-0 go 26-3-5 31-8-0 33-4 38-3-12 44-4 0 4-01 4-1-14 1-b-b a-t1-9 4-6 4 4-9-15 7-3-5 5 4-11 1-8-0 4-11-12 6-0 4 Scale = 1:81.8 5x8 = 2x4 11 5x6 = 6.00 12 7 31 8 32 33 9 2x4 II M O 258xl4 MT20HS = 3x4 = 16 °y 15 14 13 3x6 = 5x8 = 33-4-0 2x4 11 5x8 = 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.72 24 >739 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.96 24 >550 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.51 13 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 302 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 6-4-0 oc bracing: 23-25 4-25,19-23: 2x4 SP M 31, 10-15: 2x4 SP No.3 10-0-0 oc bracing: 15-17 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-20, 7-18 3-23: 2x4 SP M 31, 5-23: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-3-8 Max Horz 2=312(LC 11) Max Uplift 2=-816(LC 12), 13=-719(LC 12) Max Grav 2=1753(LC 17), 13=1667(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3365/1712,3-4=-8295/4248,4-5=-8401/4349,5-6=-3661/1999,6-7=-2806/1635, 7-8=-2405/1524, 8-9=-2405/1524, 9-10=-2356/1471, 10-11=-2377/1378, 11-12=-1632/909, 12-13=-1606/951 BOT CHORD 2-25=-1632/3171, 23-25=-1367/2744, 22-23=-2395/4819, 21-22=-2395/4825, 20-21 =-1 631/3365, 18-20=-1171/2592, 17-18=-915/2035 WEBS 3-25=-3880/2040, 3-23=-3670/7202, 5-23=-1939/3777, 5-22=-25/277, 5-21=-1715/898, 6-21=-403/941, 6-20=-1140/673, 7-20=-413/1041,8-18=-391/387, 9-18=-397/789, 9-17=-203/489, 14-17=-727/1535, 11-17=-352/1001, 11-14=-1236/737, 12-14=-776/1557 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 31-8-0, Extedor(2) 31-8-0 to 34-8-0, Interior(1) 34-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=816, 13=719. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin WI& PE No.6B1821 MiTek USA, Irtc.:fL Cart 6634, 8904Parke,Easl Blvd. Tampa �FL:33Qj0• Date: April 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPi1 Quality Criteria, DSB-89 and BCS/ Building Component Blvd. e 6904 ParkEast Safetylnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Parka FIL 36610 East Job , Truss Truss Type City Ply 21/2 WATERSTONET20016922322946 Al2SPECIAL 1 1 [LOT Reference o tional .._... _..,, . _ ......... , v­v a "1" a ­rvn i en nwusuias, 11— mun �pr zu io:ov;,fo LULU rage 1 ID:? 1 YDfltmYJ 1 NmupVDA3te2z4H2S-KD WoMCFtRggiXwhvmgFYYZQJ MVBzepPowrYQvfzoovw 1-4-0 6-11-1 11-11-0 17-0-0 22-3-2 28-6-9 33-8-0 38-9-0 44-4-0 -4-0 6-11-1 4-11-15 5-1-0 5-3-2 6-3-7 5-1-7 5-1-0 5-7-0 6.00 12 5x6 = 3x4 = 5x6 = 5x6 = 5 29 6 7 30 31 8 Scale = 1:80.2 23 22 14 "a 13 12 11 3x6 — 5x6 = 2x4 II 2x4 II 2x4 II 5x8 = 3x6 II IfQifl 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 0.58 BC 0.97 WB 0.84 Matrix -AS DEFL. in (loc) I/defl Lid Vert(LL) 0.45 21 >999 240 Vert(CT) -0.64 17-19 >826 180 Horz(CT) 0.31 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 293 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied. Except: 4-22,8-13: 2x4 SP No.3, 15-18: 2x4 SP No.1 10-0-0 oc bracing: 20-22 WEBS 2x4 SP No.3 `Except* WEBS 1 Row at midpt 4-19, 6-19, 7-15 20-23: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=275(LC 11) Max Uplift 2=-818(LC 12), 11=-735(LC 12) Max Grav 2=1754(LC 17), 11=1640(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3254/1670, 3-4=-4580/2459, 4-5=-3117/1785, 5-6=-2781/1692, 6-7=-2803/1693, 7-8=-2058/1332, 8-9=-2340/1418, 9-10=-1551/908, 10-11=-1584/975 BOT CHORD 2-23=-1561/3025, 4-20=-614/1380, 19-20=-2129/4201, 17-19=-1456/2947, 16-17=-1322/2652, 15-16=-1322/2652, 8-15=-384/831 WEBS 3-23=-1259/778, 20-23=-1699/3287, 3-20=-544/1157, 4-19=-1691/955, 5-19=-503/1112, 6-19=-385/196,7-17=-99/518,7-15=-936/531,9-12=-1211/763,10-12=-812/1516, 9-15=-371/1015,12-15=-733/1459 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exterjor(2) 17-0-0 to 20-0-0, Interior(1) 20-0-0 to 33-7-9, Exterior(2) 33-7-9 to 36-7-9, Intedor(1) 36-7-9 to 44-2-4 zone;C-C for members and forces & This Item has been MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. Sealed by Velez, Joaquin, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members, with BCDL = 10.Opsf. document are not Considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) signed and sealed and the 2=818, 11=735. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Signature must be Verified sheetrock be applied directly to the bottom chord. On any electronic Copies. oaq Juin Velez PE 146.68182: MiTek USA;1nc.#L Cert 6834. ;6904'Parke East Blvd.,Tampa FIL33810 Date: April 20,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1010312ol S BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIln 11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Type Qty Ply LOT 21/2 WATERSTONE T20016928 13 I I I I IJob Reference (optional) FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Man Apr 20 13:50:45 2020 Page ID:?1 YDfIlmYJ1 NmupVDA3te2z4H2S-GbdYntH7zR4QmDrHu5HOd_WfDluX6hm5N91 X_Xzoovu 1-4-0 6.4-3 11-11-0 15-0-0 21-3-10 26-11-15 33-0-0 35-8-0 40-4-5 44-4-0 -4-0 6-4-3 5-6-13 3-1-0 6-3-10 5-8-5 6-0-1 2-8-0 4-8-5 3-11-11 Scale = 1:80.2 5x6 = 5x6 = 2x4 II 6.00 12 3x4 = 6x8 = 5 29 6 7 30 31 832 9 24 23 " 3x4 = 15 14 13 3tl 3y 12 3x6 = 5x6 = 2x4 II 2x4 II 2x4 II 5x8 = 6x8 = 15.0-0 35.8-0 1" 1N 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 0.62 BC 0.90 WS 0.98 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.46 22 >999 240 Vert(CT) -0.73 18-20 >729 180 Horz(CT) 0.35 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 294 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-23,8-14: 2x4 SP No.3, 16-19: 2x4 SP No.1 10-0-0 oc bracing: 21-23 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-20, 7-16, 9-13, 10-12 21-24: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=238(LC 11) Max Uplift 2=-818(LC 12), 12=-735(LC 12) Max Grav 2=1727(LC 17), 12=1640(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3239/1722, 3-4=-4159/2354, 4-5=-4157/2490, 5-6=-3034/1863, 6-7=-3256/1982, 7-8=-2479/1566,8-9=-2453/1551,9-10=-1770/1112 BOT CHORD 2-24=-1622/2982, 4-21=-235/286, 20-21 =-1 589/3082, 18-20=-1787/3343, 17-18=-1689/3134, 16-17=-1689/3134, 8-16=-250/253, 12-13=-633/1089 WEBS 3-24=-955/660, 21-24=-1711/3095, 3-21=-393/781, 5-21=-849/1350, 5-20=-130/570, 6-20=-557/308, 7-18=-46/400, 7-16=-933/532, 13-16=-903/1934, 9-16=-1262/2321, 9-13=-1533/836, 10-13=-212/685, 10-12=-1795/1089 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2) 15-0-0 to 18-0-0, Interior(1) 18-0-0 to 35-8-0, Extedor(2) 35-8-0 to 38-8-0, Interior(1) 38-8-0 to 44-2-4 zone;C-C for members and forces & This item has been MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 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. Sealed by Velez, Joaquin, PE 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 using a Digital Signature. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Printed copies of this 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) document are not considered 2=818,12=735. 7) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1%2" gypsum signed and sealed and the signature must e verified sheetrock be applied directly to the bottom chord. on any electronic copies. Joaquin Velez PE 46.88182: MiTek U64;64-1 Certi8634; 6804 Parke EastBI4.Tampafl-33Q10 Date_: April 20,2020 ® WARNING - Verrfy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 21/2 WATERSTONE T20016929 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:46 2020 Page 1 ID:?1YDfIlmYJ1 NmupVDA3te2z4H2S-koBw?DIIkICGONQTSopFAC2nfiDlrAhEcpn4W_zoovt �1-4-01 6-10-5 11-11-0 13.0-0 19-6-4 26-6-10 33-4-0 37-8-0 44-4-0 1-4-0 6-1 0-1 5-0-11 f-1-0 6-6 4 7-0-6 6-9-6 4 4-0 Scale = 1:80.2 6.00 12 2x4 15x6 = 2x4 II 5x6 = 4x6 = 5x8 4 5 29 30 31 6 7 32 33 8 34 35 9 23 22 3x8 = 14 13 12 11 3x6 = 5x6 = 2x4 II 2x4 II 2x4 II 5x8 = 3x6 II 11-11-0 1 19-9-5 26-6-10 44-4-0 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 0.77 BC 0.93 WB 0.87 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d 0.57 17-19 >925 240 -0.82 19-20 >647 180 0.37 11 n/a n/a PLATES MT20 MT20HS Weight: 279 lb GRIP 244/190 1871143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied. Except: 4-22,8-13: 2x4 SP No.3 10-0-0 oc bracing: 20-22 WEBS 2x4 SP No.3 'Except' WEBS 1 Row at midpt 9-12 20-23: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=228(L6 12) Max Uplift 2=-818(LC 12), 11=-735(LC 12) Max Grav 2=1725(LC 1). 11=1640(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3215/1729, 3-4=-4133/2370,'4-5=-4058/2437, 5-6=-4002/2401, 6-7=-4002/2401, 7-8=-3872/2334,8-9=-2962/1820,9-10=-1681/1002,10-11=-1573/1005 BOT CHORD 2-23=-1616/2813, 19-20=4842/3346, 17-19=-2130/3887, 16-17=-1627/2993, 15-16=4627/2994, 8-15=-914/613 WEBS 3-23=-1014/713, 20-23=-1721/3020, 3-20=-402/852, 5-20=-630/1178, 5-19=-452/932, 6-19=-372/374, 7-17=-479/415, 8-17=-586/1083, 12-15=-774/1514, 9-15=-125412288, 9-12=-1250/790, 10-12=-808/1533 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(2) 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 37-8-0, Exterior(2) 37-8-0 to 40-8-0, Intedor(1) 40-8-0 to 44-2-4 zone;C-C for members and forces & This item has been MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. Sealed by Velez, Joaquin, PE y Velez, z,Signature.Jquirt 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a 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 Printed copies of this will fit between the bottom chord and any other members. document are not Considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) signed and sealed and the 11=735. this truss 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum signature must be Verified sheetrock be applied directly to the bottom chord. On any electronic copies. Jiiaquin WIdz PE No.61i182: MiTekUSA, Irie..FLCert 6634„ 6904 Parke,EastBlvd. ?ampa FL 33610 bate: April 20,2020 WARN/NG -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7477 rev. 10/03/2015 BEFORE USE. ��• Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/10uality Criteria, DSB-89 and BCS/ Building Component Blvd. e krEast Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 6904 Par36610 East Job Truss Truss Type Qty Ply LOT 2112 WATERSTONE 2322946 A15 MONO HIP 1 1 T20016930 Job Reference (optional) --- --- -- - - - .• -• • ..... - , - _---• o.c�u s rv— a tutu Ivu I eK muusines, Inc. Mbn Apr zu Id:bU:48 2UZU f age 1 1D.? 1 YDfItmYJ 1 Nm upVDA3te2z4H2S-gAJhPvJ?GMS_dhasZDrjFd8BMWu1 J 7rX37 GBbszOovr 1-4-0 6-4-4 11-0-0 16-7-12 24-0-11 31-3-5 38-8-3 44-4-0 4-0 6.4 4 4-7-12 5-7-12 7-4-15 7-2-10 7 4-15 5-7-13 Ann Scale=1:77.3 5x6 = 3x4 = 5x6 = 5x6 = 4x6 = 2x4 II 4 23 24 525 6 26 27 7 28 8 29 9 it lb - __ -. .. .... .... — ,i o0 or 10 3x6 = 2x4 II 4x6 = 3x4 = 3x4 = 4x6 = 6x8 = 3x8 = 4x6 = 19-5-11 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 0.57 BC 0.98 WB 0.70 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.40 13-14 >999 240 Vert(CT) -0.61 14-16 >864 180 Horz(CT) 0.19 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 244 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 7-11, 8-10 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=351(LC 12) Max Uplift 10=-751(LC 12), 2=-815(LC 12) Max Grav 10=1639(LC 17), 2=1729(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3222/1799, 3-4=-2835/1658, 4-5=-2527/1570, 5-6=-3259/1892, 6-7=-3088/1759, 7-8=-2025/1122 BOT CHORD 2-17=-1864/2889, 16-17=-1864/2889, 14-16=-1902/3113, 13-14=-1960/3285, 11-13=-1619/2741, 10-11=-871/1450 WEBS 3-16=-467/368, 4-16=-461/1023, 5-16=-938/519, 5-14=0/387, 6-13=-395/370, 7-13=-257/638, 7-11=-1151/781, 8-11=-553/1267, 8-10=-2026/1233 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 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 electronically signed and 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) Sealed by Velez, Joaquin, PE 10=751, 2=815. using a Digital Signature. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Printed copies of this sheetrock be applied directly to the bottom chord. document are not Considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Whiz PE No.68162i MiTek t)SA; itfe. Fli ceh 6634 k04 Parke,East Blvd.,Tampa FL;33610, Date: April 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® wnnectors. 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 bracing permanent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI7 Quality Criteria, DSB-89 and BCSI Building Component MiTek' Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parkrk e East Blvd. 3ast Tampa, 16 HIP 21/2 WATERSTONE T20016931 I I I I IJob Reference (optional) zrs FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:49 2020 Page 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-9Nt3dFKdlgarFr927xMyngglJvl32Vmgln?k7lzOovq 1 4-0 6-4-1 9-0-0 15 4-15 22-5-11 30-10-5 37-11; 44 4-0 -4-0 6-4-1 2-7-15 6-4-15 7-0.13 8-4-9 7-0-13 6-4-14 6.00 12 Scale = 1:77.3 5x6 = 3x4 = 5x6 = 5x6 = 46 = 3x4 II 4 22 23 5 24 6 25 26 7 27 8 28 9 16 15 14 13 12 11 10 3x6 = 5x8 = 3x8 MT20HS = 3x4 = 3x4 = 3x6 = 6x8 = 4x6 = 9-0-0 17-11-12 26-8-0 35-4-4 44-4-0 9-0-0 8-11-12 8-8-4 8-84 8-11-12 Plate Offsets (X,Y)-- [4:0-3-0 0-2-01, [6:0-3-0,0-3-Oj [7:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.50 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.74 13-14 >715 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 228lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 8-10 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=297(LC 12) Max Uplift 10=-745(LC 12), 2=-821(LC 12) Max Grav 10=1634(LC 1), 2=1708(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3146/1842, 3-4=-2955/1763, 4-5=-2639/1636, 5-6=-3822/2228, 6-7=-3768/2141, 7-8=-2542/1421 BOT CHORD 2-16=-1840/2770, 14-16=-2201/3626, 13-14=-2383/3997, 11-13=-1992/3380, 10-11=-1161/1959 WEBS 3-16=-292/326, 4-16=-552/1092, 5-16=-1284/738, 5-14=-60/443, 6-14=-299/225, 6-13=-339/357, 7-13=-2211573, 7-11 =-I 193/813, 8-11=-530/1186, 8-10=-2379/1422 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl:, GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. This Item has been 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. 7) Provide using a Digital Signature. mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=745, 2=821. Printed copies of this 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum document are not considered sheetrock be applied directly to the bottom chord. Signed and Sealed and the signature must be verified on any, electronic copies. Joaquin 1rewz,PE h6xs182 MiTek'USk; ihL. C,CeR'6634, , 6904 Par[ce East,Blvd.,Tampa FL �31310 Date: April 20,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 1010312015 BEFORE USE. 1 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 p /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing (V1iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component e 6904 ParkEast East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Parke Job s Truss Type Qty Ply LOT 21/2 WATERSTONET20016932322946 T Half Hip Girder 1 Job Reference o tional ....�,....�.. ��.,......,,..� r, ... ..,.r, mot, r,a,. q, �o� f , -0 ' 5-3-0 u wumues, ,' 1tdo3wfPmun „pr cu iamu:oz LVLu rage 1 ID:? 1 YDfltmYJ1 NmupV2z4H DA3te2S-ZyZBFHMWKbyQ6TlsO7QRFyS7_IEOkdzOovn 25.8-0 30-11-0 36-2-0 d1-F-n . ed.e-n 5-3-0 2-11-0 ' Scale = 1:77.3 6x8 = 6.00 12 7x10 = 7x10 = 2x4 II 3 22 4 23 2425 5 26 27 28 6 29 30 317 32 33 34 8 35 36 937 38 39 10 40 1141 19 42 43 18 44 45 4617 47 48 16 49 50 1561 52 14 53 54 55 13 56 57 12 1.5x8 STP = 7x10 = 7x10 = 6x8 = 12-6-8 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.53 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.65 16-W >817 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except' TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-3-8, 2=0-8-0 Max Horz 2=239(LC 8) Max Uplift 12=-1852(LC 8), 2=-1673(LC 8) Max Grav 12=3307(LC 1), 2=3031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6213/3320, 3-4=-5600/3089, 4-5=-8276/4547, 5-6=-9762/5386, 6-7=-10094/5573, 7-8=-9288/5127, 8-9=-7365/4057, 9-10=-4313/2349 BOT CHORD 2-19=-3033/5491, 18-19=-4011/7165, 17-18=-5178/9234, 16-17=-5678/10127, 15-16=-5554/9899, 14-15=-4798/8538, 13-14=-3354/5950, 12-13=-1379/2392 WEBS 3-19=-1216/2504, 4-19=-2552/1464, 4-18=-875/1853, 5-18=-1585/1031, 5-17=-341/887, 6-17=-625/476, 7-16=-31/387, 7-15=-987/691, 8-15=-543/1239, 8-14=-1916/1211. 9-14=-1105/2227, 9-13=-2788/1712, 10-13=-1585/3139, 10-12=-3744/2166 Weight: 591 lb FT = 20 Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals. Rigid ceiling directly applied or 9-2-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 12=1852, 2=1673. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE N0.68182 MiTak'USA, fnc.iFL Ceit'6634, 6804 ParkT, astBlvd .iTampa FL:83610 'Date: Anril gn gn9n mtinued on Dacia 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MTekO wnnectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job s Truss Type Qty Ply LOT 21/2 WATERSTONE �AlU7 T20016932 2322946 Half Hip Girder 1 e� L Job Reference (optional) �u U- rnawuuicc team a !Ly, rLl, ream uny, rL - 33oor, 6.24U S Mar 9 2020 MITek Industries. Inc. Mon Apr 20 13:50:52 2020 Page 2 NOTES - ID: ?1 YDfitmYJ 1 NmupVDA3te2z4H2S-ZyZBFHM WKbyQ61tdo3wfPTlsO7QRFyS7_I EOkdzOovn 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 168 lb up at 7-0-0, 91 lb down and 168 lb up at 9-0-12, 91 lb down and 168 lb up at 11-0-12, 91 lb down and 168 lb up at 13-0-12, 91 lb down and 168 lb up at 15-0-12, 91 lb down and 168 lb up at 17-0-12, 91 lb down and 168 lb up at 19-0-12, 91 lb down and 168 lb up at 21-0-12, 91 lb down and 168 lb up at 23-0-12, 91 lb down and 168 lb up at 25-0-12, 91 lb down and 168 lb up at 27-0-12, 91 lb down and 168 Ib up at 29-0-12, 91 lb down and 168 lb up at 31-0-12, 91 lb down and 168 lb up at 33-0-12, 91 lb down and 168 lb up at 35-0-12, 91 lb down and 168 lb up at 37-0-12, 91 lb down and 168 lb up at 39-0-12, 91 lb down and 168 lb up at 41-0-12, and 91 lb down and 168 lb up at 43-0-12, and 145 lb down and 152 lb up at 44-2-4 on top chard, and 323 lb down and 136 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-0-12, 66 lb down at 17-0-12, 66 lb down at 19-0-12, 66 lb down at 21-0-12, 66 lb down at 23-0-12, 66 lb down at 25-0-12, 66 lb down at 27-0-12, 66 lb down at 29-0-12, 66 lb down at 31-0-12, 66 lb down at 33-0-12, 66 lb down at 35-0-12, 66 lb down at 37-0-12, 66 lb down at 39-0-12, 66 lb down at 41-0-12, and 66 lb down at 43-0-12, and 106 lb down at 44-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-11=-54, 2-12=-20 Concentrated Loads (lb) Vert: 3=-91(B) 11=-145(13) 12=-61(B) 19=-323(B) 5=-91(B) 16=-41(B) 8=-91(B) 13=-41(B) 22=-91(B) 23=-91(B) 24=-91(B) 27=-91(B) 28=-91(B) 29=-91(B) 30=-91(B) 31=-91(13) 32=-91(B) 34=-91(B) 35=-91(B) 36=-91(13) 38=-91(B) 39=-91(13) 40=-91(B) 41=-91(13) 42=-41(B) 43=-41(B) 44=-41(B) 45=-41(B) 46=-41(B) 47=-41(B) 48=-41(B) 49=-41(B) 50=-41(13) 51=-41(13) 52=-41(13) 53=-41(B) 54=41(B) 55=41(13) 56=-41(13) 57=-41(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component Blvd. e East Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 6904 Parke 3ast Job a Truss Truss Type Qty Ply LOT 2112 WATERSTONE T20016933 2322946 B01 GABLE 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:53 2020 Page 1 ID:5Q4Ed W 9h21AUYT2rOU9UG8ykiQL-186aTcN85u4HkSSgMm Ruygr5VXoV_XCGDPzyG4zOovm -1-4-0 12-4-0 24-8-0 26-0-0 ' 1-4-0 ' 12-4-0 12-4-0 14-0 Scale = 1:44.7 4x6 = 5x6 = 24-8-0 24-M Plate Offsets (X,Y)— [12:0-0-0,0-0-0), [18:0-3-0,0-3-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.00 13 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.01 13 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 133lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 24-8-0. (lb) - Max Horz 2=252(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 19, 21, 17, 15 except 2=-160(LC 12), 12=-160(LC 12), 20=-102(LC 12), 22=-165(LC 12), 16=-102(LC 12), 14=-165(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 12, 18, 19, 20, 21, 17, 16, 15 except 22=338(LC 17), 14=338(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-97/310, 6-7=-127/393, 7-8=-127/400, 8-9=-97/317 WEBS 6-19=-130/284, 3-22=-239/339, 8-17=-127/284, 11-14=-238/339 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 1-8-0, Exterior(2) 1-8-0 to 12-4-0, Comer(3) 12-4-0 to 15-4-0, Exterior(2) 15-4-0 to 26-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 21, 17, 15 except at=lb) 2=160, 12=160, 20=102, 22=165, 16=102, 14=165. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any. electronic copies. Joaquin Velez PE No.88.16T. MiTek USA;irlt. IOL Cert'6834', 6904:Parke;EastBlvd. jarnpaf,L;3S610 Date: April 20,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. f0/0372015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20016934 2322946 813 COMMON 7 1 �LOT2112WATERSTONE Job Reference (optional) Y1 0 s FlrstSource (Plant City, FL), Plant city, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:54 2020 Page 1 ID:5Q4Ed W 9h21AUYT2rO U9UG8ykiQL-VKgygyOmsCC8Mc1 OwUy7UuOENwOWjx9QS3jVoWzOovl 1-4-0 6-5-4 12-4-0 18-2-13 24-8-0 26-0-0 1-4-0 6-5-4 5-10-12 5-10-12 6-5-3 1 4-0 Scale = 1:44.5 4x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 16-1-5 Ig LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CS1. TC 0.40 BC 0.66 WB 0.26 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Lid -0.14 8-10 >999 240 -0.2610-13 >999 180 0.05 6 n/a n/a PLATES GRIP MT20 2441190 Weight: 114 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=252(LC 11) Max Uplift 2=-508(LC 12), 6=-508(LC 12) Max Grav 2=985(LC 1), 6=985(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1575/853, 3-4=-1402/829, 4-5=-1401/828, 5-6=-1574/853 BOT CHORD 2-10=-598/1494, 8-10=-289/950, 6-8=-636/1373 WEBS ' 4-8=-258/628, 5-8=-384/375, 4-10=-259/629, 3-10=-384/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 12-4-0, Exterior(2) 12-4-0 to 15-4-0, Interior(1) 15-4-0 to 26-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 2=508, 6=508. This item has been 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum electronically signed and sheetrock be applied directly to the bottom chord. Sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any. electronic copies. Joaquin W&PE N6.681& MiTek USA; Inc FL'Cart 6634• Ul)4 Parke East Blvd. Tampa EL 338f6 Date: April 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1.7473 rev. 10103,2015 BEFORE USE. ��• Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 2112 WATERSTONE T20016935 2322946 B13A Common 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:55 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-zW EKtIPOcW K?zmcCTBTM15wPrKMhSOEZgjS2LyzOovk 6-5-4 12-4-0 18-2-13 24-8-0 26-0-0 6-5-4 5-10-12 5-10-12 6-5-3 1-4-0 Scale = 1:44.3 46 3x6 = 3x4 = 3x4 = 3x4 = 3x6 = 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 0.42 BC 0.66 WB 0.27 Matrix -AS DEFL. in Vert(LL) -0.13 Vert(CT) -0.26 Horz(CT) 0.05 (loc) I/defl L/d 7-9 >999 240 9-12 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 112 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=-247(LC 10) Max Uplift 1=-406(LC 12), 5=-511(LC 12) Max Grav 1=911(LC 1), 5=987(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1587/907, 2-3=-1413/878, 3-4=-1405/842, 4-5=-1578/872 BOT CHORD 1-9=-657/1507, 7-9=-307/954, 5-7=-652/1376 WEBS 3-7=-255/628, 4-7=-384/377, 3-9=-269/639, 2-9=-391/381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-4-0, Exterior(2) 12-4-0 to 15-4-0, Interior(1) 15-4-0 to 26-0-0 zone;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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss has been designed fora live load of 20.Opsf on 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 joints) except (jt=lb) 1=406, 5=511. This Item has been 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum electronically signed and sheetrock be applied directly to the bottom chord. Sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Ye k PE ho:68f82% MiTek;USA; li1c..FL Cert 6634, . 6904 ParkeEast8lvd:.Tampa F.L;33810 Date: April 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use 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 g building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the VliTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. Tampa, FL 36610 Job 4 Truss Truss Type Qty Ply T20016936 2322946 B13B COMMON 1 1 �LOT2112WATERSTONE Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:56 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-Rjoi5ePONpTsbwB01 v_baJTaskixBreivNCctOzOovj 6-0-12 11-11-8 17-10-5 24-3-8 25-7-8 6-0-12 5-10-12 5-10-12 6-5-3 1-4-0 Scale = 1:43.4 4x6 = Ia 46 = 3x4 = 3x4 = 3x4 = 3x4 = Plate Offsets (X,Y)-- 8-2-4 [1:0-0-0 0-1-4] [5:0-0-4 Edge] 7-6-10 8-6-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.14 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.25 7-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 112 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=0-3-8, 5=0-8-0 Max Horz 1=-244(LC 10) Max Uplift 1=-400(LC 12), 5=-505(LC 12) Max Grav 1=897(LC 1), 5=973(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1514/864, 2-3=-1333/838, 3-4=-1377/828, 4-5=-1549/857 BOT CHORD 1-9=-611/1415, 7-9=-293/926, 5-7=-639/1350 WEBS 3-7=-259/633, 4-7=-382/375, 3-9=-231/565,2-9=-344/357 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-11-8, Extedor(2) 11-11-8 to 14-11-8, Interior(1) 14-11-8 to 25-7-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 Qt=lb) 1=400,5=505. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin'Velez PE M6:68182' MTek USA; Irit:.i C-d t 6,634 ;6904'Parke:East Blvd.1746pa FL'33fi10 'Date: April 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job s Truss Type City Ply Tcru T20016937 2322946 Jack -Open 4 1 �LOT21/2WATERSTONE Job Reference o tional ce (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:57 2020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-wvM41_Qf87bjD3mbbcVg6 WOoo8CuwMOs81 x9PrzOovi -1-4-0 0-11-4 1.4-0 0-11-4 Scale = 1:7.6 2 O i 0-11-4 0-11 Plate Offsets (X Y)— [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 12) Max Uplift 3=-3(LC 1), 2=-194(LC 12), 4=-15(LC 1) Max Grav 3=21(LC 12), 2=158(LC 1), 4=45(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;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) 2=194. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Veiez PE Nomin MiTek 11SA, Idb fL' Cert�6634, , ,6404 Parke East Blvd..Tampa F.L 33Q10 Date: April 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil. 7473 rev. 10/03120f5 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City 21/2 WATERSTONET20016938 2322946 C3 Jack -Open 4 NPlyLOT Job Reference o tional irstaource (Plant city, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:57 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4—Wx-wvM41—Qf87bjD3mbbcVg6WOooBADwMOsB1 x9PrzOovi -1-4-0 2-11-4 1-4-0 ' 2-11-4 Scale = 1:12.7 2-11-4 2-11-4 � Plate Offsets (X,Y)— [2:0-1-4,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.14 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING- TOP.CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 12) Max Uplift 3=-62(LC 12), 2=-209(LC 12), 4=-39(LC 9) Max Grav 3=61(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone; poach 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, 4 except at=lb) 2=209. This item has been electronically signed and sealed by Velez, Joaquin, PE using a. Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic, copies. Joaquin Velez PE No.86182 MiTekUSA; lhcA`Cert6634. *4i Parke East Blvd. TampaEL'33Q10' Date: April 20,2020 ® WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job * Truss Truss Type City Ply LOT 21/2 WATERSTONE T20016939 2322946 C5 Jack -Open 4 1 Job Reference (optional) ou _ a nratouui ce tnant Uly, rLl, cant LAY, rL - aa00t, 8.240 s Mar 9 2020 MiTek Industries, Inc. Man Apr 20 13:50:58 2020 Page 1 ID:zmb Lkv5ELlDtgyehSMnND7z4_Wx-O5wTW KRHvRjaq DLn9KO3fkYw1 YTsfoG?MhhjxHzOovh 1 4-0 4-11-4 1-4-0 4-11-4 3x4 = Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.37 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 12) Max Uplift 3=-107(LC 12), 2=-162(LC 12) Max Grav 3=129(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C;'Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-10-8 zone;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 joints) except at=lb) 3=107, 2=162. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electroniccopies. Joaguirt Vetez PE NoAlli ' ,MiTek USA; iric, fLCert6634, 69114Parl a East Blvd. Tampa FL ,3810 Date; April 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE kGEM11.7473m, 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component Blvd. e East 6904 Park Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Parke 3ast Job Truss Truss Type Qty Ply �LOT2112WATERSTONE T20016940 2322946 D01 SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:50:59 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-slUrjgSvgkrQSNwzi 1 YIBx547xksO7M9bLQGUjzOovg 6-0-10 6-8-0 9�0-0 15.3-0 22-0-0 211 6-0-10 ' 2-7-6 M- 1 6-3-0 6-9-0 1-4-0 Scale = 1:44.5 4x6 11 IL Jxb = 4x6 = 2x4 II 9-0-0 OyJ-Q 8-0-0 B-B-O 15-3-0 21-8-0 22-0 014-0 7-8-0 -8-0 0-0-0 6-3-0 6-5-0 0-0- Plate Offsets (X,Y)-- [2:0-3-4,0-1-10], [2:0-2-8 0-1-8] [6:0-3-0,0-3-0] [8:0-2-8,0-1-8] [8:0-3-4,0-1-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.15 14-19 >659 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.12 14-19 >814 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 114 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS . 2x4 SP No.3 6-8-0 oc bracing: 11-13 SLIDER Left 2x4 SP No.3 3-0-1, Right 2x4 SP No.3 3-2-5 REACTIONS. (size) 2=0-4-0, 8=0-3-8, 14=0-4-0 Max Horz 2=382(LC 11) Max Uplift 2=-562(LC 12), 8=-709(LC 12), 14=-498(LC 12) Max Grav 2=442(LC 1), 8=630(LC 1), 14=710(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 24=432/911, 4-5=-289/411, 5-6=-295/392, 6-8=-585/1122 80T CHORD 2-14=-5631243, 13-14=-563/243, 11-13=-674/328, 10-11=-837/575, 8-10=-845/577 WEBS 4-13=-243/366, 6-10=-478/263, 6-11=-524/990 NOTES- 1) Unbalanced roof live loads have beenconsidered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2) 9-0-0 to 12-0-0, Interior(1) 12-0-0 to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) This item has been 2=562, 8=709,14=ass. electronically signed and 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sealed by Velez, Joaquin, PE sheetrock be applied directly to the bottom chord. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin VeleiPE No:6618Y MiTek qSA; Ir q,:FL' C®rt 6634, 8904 Parke East81'yd. Tampa FE 33&10; Date: April 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 A 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 properly damage. For general guidance regarding the MiTei( fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 T20016941 TRUSS City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:51:00 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-KU1 DxOSXR2zH4XVAG13Xk9dHML4V7gQlq?ApOAzOovf 1-4-0 6-0-10 8-10.0 1-4-0 6.0-1.0 2-9-6 Scale=1:27.5 i 3x6 = y V Q-4-q 7-11-8 0-4-0 7-7-8 010 8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.24 6-10 >388 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62, Vert(CT) 0.20 6-10 >473 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-3-8 Max Horz 2=288(LC 12) Max Uplift 2=-343(LC 12), 6=-345(LC 12) Max Grav 2=388(LC 1), 6=326(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-250/101 BOT CHORD 2-6=-340/175, 5-6=-340/175 WEBS 3-5=-260/506 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 8-8-4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=343,6=345. 5) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jim ' i Velez PE ko.68192' MITek USA; 6,FL•Cert'6834, 8904 Parke.East Blvd. Tampa FL 33Q10 Date: April 20,2020 A WARNING - Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10103120f5 BEFORE USE. • Design valid for use only with MiTek®mnnectors. 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 andfor chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Quality Criteria, DSB-89 and BCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 6904 Parke 3ast Job � Truss Truss Type Qty Ply TLOTR2elfe2rWATERSTONET20016942 D02 GABLE 1ence (optional) uuwc,. ri—ouuwo lrici a �ny, rL/, rmnL ULy, rL - 0o001, ts.z4U s Mar a ZUZU MI I eK InousVles, Inc. Mon Apr 20 13:51:01 2020 Page 1 I D:zmbLkv5ELlDtgyehSMnND7z4_Wx-ogbb8MT9CM58hh4MgSamHMAQ51P2s2RR3fvNYczOove -1-4-0 6-0-10 8-8-0 9 0- 15-M 22-M 23-4-0 1-0-0 6-0-10 2-7-6 024- 6-0-0 7-0-0 Scale = 1:45.0 5x6 = 46 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 FBC2017rrP12014 CSI. TC 0.50 BC 0.66 WB 0.48 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl Lid 0.19 12-27 >503 240 0.16 12-27 >623 180 0.02 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 134 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 4-9: 2x6 SP No.2, 6-10: 2x4 SP No.2 P 8-7-0 oc bracing: 9-11 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-3-8, 12=0-4-0 Max Horz 2=382(LC 11) Max Uplift 2=-553(LC 12), 6=-696(LC 12), 12=-519(LC 12) Max Grav 2=459(LC 1), 6=633(LC 1), 12=693(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-361/480, 3-4=-311/475, 4-5=-304/423, 5-6=-734/1127 BOT CHORD 2-12=-516/240, 11-12=-516/240, 9-11=-692/341, 4-11=-314/178, 8-9=-859/606, 6-8=-851/604 WEBS 5-8=-473/259, 5-9=-537/1006, 3-11=-317/439 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2) 9-0-0 to 12-0-0, Interior(1) 12-0-0 to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry electronically signed and Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. Sealed by Velez, Joaquin, PE 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. using a Digital Signature. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. Printed Copies Of this 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 document are not considered will fit between the bottom chord and any other members. "P" Signed and Sealed and the 8) Lumber designated with a is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where in signature must be verified used this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion on any electronic copies. protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this Joaquin VelezPE No.88182: design. Building designer to verify suitability of this product for its intended use. MiTek USA, ihc;FL Cerf 6634 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6904 Parke. East Blvd. Tampa FL 33610 2=553, 6=696, 12=519. Date: 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Anril in gran sheetrock be applied directly to the bottom chord A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job a Truss Truss Type Ply LOT 2112 WATERSTONET20016942322946 E7 JQly Jack -Open 1 Job Reference o tional IrstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 2 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 12) Max Uplift 3=-163(LC 12), 2=-178(LC 12) Max Grav 3=190(LC 17), 2=336(LC 1), 4=122(LC 3) 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:51:02 2020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-Gl9zLhUnzfD?JfeYO95?pajVb9msbcFbHlfw42zOovd Scale = 1:23.7 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.84 - Vert(LL) 0.16 4-7 >511 240 MT20 244/190 BC 0.63 Vert(CT) -0.20 4-7 >418 180 WB 0.00 Horz(CT) -0.01 3 n/a n/a Matrix -AS Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6:Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;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 Qt=lb) 3=163, 2=178. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Q& PE No.66182 MiTek0l 4,Ine- Clik'434, 69014 Parke Eastl3lvd..Tsm laFL. 3870, Date: April 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty 21/2 WATERSTONET20016944 7PlyLOOT 2322946 E7V Jack -Open 3Reference (optional) irstauurce Irian[ City, FL), Plant City, FL - sso6t, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:51:02 2020 Page 1 ID:YARgCUh M7owkVEMpPNjefGzAwvz-Gt9zLh UnzfD?JreYO95?pajVz9lKbcFbH Ifw42zOovd -1-4-0 7-0-0 1-4-0 ' 7-070 Scale=1:22.6 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.17 4-7 >484 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.21 4-7 >406 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 12) Max Uplift 3=-167(LC 12), 2=-172(LC 12) Max Grav 3=192(LC 17), 2=336(LC 1), 4=122(LC 3) FORCES. (lb) -.Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=167, 2=172. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velei.PE No.68182 MiTek USA; In'c. FECert6634,,. 6904 Parke:East t31bd.,Tampa FEL 336td Date: April 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with Mi rek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 1 Ai l building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 4 ake is always required for stability. and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iV1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply LOT 2112 WATERSTONE T20016945 2322946 E7VA Jack-0pen 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 3x4 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:51:03 2020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-k3jMZ1 VPkzLsx_DlxtcEMnFpZZgzK3VkWyOUdUzOovc 7-0-0 c2 N Scale = 1:22.6 6-1-8 7-0-0 6-1-8 0-10-8 Plate Offsets (X Y)— Offsets Y)— [2:0-1-15,0-OPlate [2:0-1-15,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.07 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.10 6-9 >864 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 12) Max Uplift 4=-101(LC 12), 2=-157(LC 12), 5=-30(LC 12) Max Grav 4=122(LC 17), 2=361(LC 1), 5=226(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-657/421 BOT CHORD 2-6=-638/689, 3-6=-660/610 NOTES- 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 13=45ft; L=24ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at Joint(s) 5 except Qt=lb) 4=101, 2=157. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14' gypsum This item has been sheetrock be applied directly to the bottom chord. electronically Signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68162 MiTek USA; Inc. :FC Cert 6634 • :6904Parke,EastBlvd.Tampa .L;336,10' Date: April 20,2020 ® WARN/NG - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 101012015 BEFORE USE. • N7 Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Parke e 6904 ParkEast East Blvd. Tampa, 36610 Job Truss Truss Type City Ply [LOT2112WATERSTONET20016946 2322946 E7VB Jack -Open 11Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:51:04 2020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-CFHkm N W2VHTjY8oxVa7Tu?owsySO3 WIulc819xzOovb -1-4-0 4-1-8 7-0-0 1-4-0 4-1-8 2-10-8 Scale = 1:22.8 3x4 Plate Offsets (X,Y)— [2:0-0-15,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 0.53 Vert(LL) 0.17 6-12 >485 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.62 Vert(CT) -0.19 6 >435 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 4=1VIechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 12) Max Uplift 4=-130(LC 12), 2=-155(LC 12), 5=-15(LC 12) Max Grav 4=167(LC 17), 2=364(LC 1), 5=154(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-677/448 BOT CHORD 2-6=-673/726, 3-6=-698/647 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-3, Interior(1) 1-8-3 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSlfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=130,2=155. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Vslez PE 46.68162: MiTek USA; IrIc, FLCert'663$ 690A;Parke,EakbIvd. Tampa FL-33610 Date: April 20,2020 ®WARNING - Vehly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erec8on and bracing of trusses and truss systems, see ANS11rP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job + Truss Type Oty ]Truss T20016947 2322946 E7VC Jack -Open 1 1 Job Reference o tional irstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:51:05 2020 Page 1 ID:YARgCUh M7owkVEMpPNjefGzAwvz-hSr6J WgGabaAI N731eiRCL6AMgOoxal zGtahNzOova 7-0-0 1-4-0 2-1-8 ' 2-6-10 2-3-14 2 3x4 3.00 12 I9 0 Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.10 3 >809 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.16 3-7 >506 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) -0.08 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 31 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=241(LC 12) Max Uplift 5=-27(LC 12), 2=-186(LC 12), 6=-131(LC 12) Max Grav 5=23(LC 17), 2=313(LC 1), 6=251(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 3-7=-390/255 WEBS 4-7=-340/522 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has' been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 2=186,6=131. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic electronic copies. Joaquin Velei PE N6.88.182; M7ekU,'In'c.EL Cert8fi34; 6604 Parke.East Blvd. •Tampa FL' 336,10 Date: April 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with Mi fek0 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 p p building design. Bracing Indicated is to prevent bucktrussling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11FPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Parke East Blvd. ss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Parke 36610 East Job , Truss Truss Type Qty Ply T20016948 2322946 F01 GABLE 1 1 �LOT2112WATERSTONE Job Reference (optional) uuu�c a n owuww tridin uy, r�l, ndiu �ny, rL - 0000r, S.24U s Mar 9 ZUZU MiTek Industries, Inc. Mon Apr 20 13:51:06 2020 Page 1 ID:zmb Lkv5ELIDtgyehSMnND7z4_Wx-9ePU B3XI1 ujRoSyJd?Ax_QtJrm CUXQOBCwd8DpzOovZ -1-4-0 4-4-0 8-8-0 10-0.0 1-4-0 44-0 4-4-0 Scale = 1:20.9 4x6 = 3x4 = 3x4 =_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.02 6-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.02 6-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 38 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 4=0-4-0 Max Horz 2=-105(LC 10) Max Uplift 2=-409(LC 12), 4=-409(LC 12) Max Grav 2=393(LC 1), 4=393(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-291/580, 3-4=-291/581 BOT CHORD 2-6=-340/205, 4-6=-340/205 WEBS 3-6=-293/146 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-4-0, Extedor(2) 4-4-0 to 7-4-0, Interior(1) 7-4-0 to 10-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20 % where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=409, 4=409. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquiri VeleiPE N6.6lilk. MiTekU54;6e;.016R6634, 6904Parire,Easb8lvd.Tampa EL,33810 Date: April 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 101o3f2015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Parke East Blvd. ss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Parke 36610 East Job Truss Truss Type Qly Ply LOT 21/2 WATERSTONE 2322946 H7 Diagonal Hip Girder 2 1 T20016949 a„�i.te.� c.�rc..• ,, toy_ Job Reference o tional - - •• r • - �• •• •r ts.z4u s k4ar a 2uzu Mi i eK inoustnes, Inc. Mon Apr 20 13:51:07 2020 Pagel ID:YARgCUh M7owkVEMpPNjefGzAwvz-dgzsPPYwoCrIPcXWAjhAWdQT4AVbGoyKRaMhm GzOovY 1-10-10 5-2-5 -13 1-10-10 9 5-2-5 4-8 q_8_8 Scale = 1:22.1 3x4 = 5-2-5 9-10-1 9-1 13 5-2-5 4-7-12 0-0- 2 Plate Offsets (X Y)— {2:0-0-2 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.06 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 43 to FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-129(LC 8), 2=-258(LC 8), 5=-134(LC 5) Max Grav 4=124(LC 1), 2=517(LC 1), 5=330(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-774/342 BOT CHORD 2-7=-415/692, 6-7=-415/692 WEBS 3-7=-12/286, 3-6=-751/451 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) 4=129, 2=258, 5=134. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 61 lb up at 1-5-12, 103 lb down and 61 lb up at 1-5-12, 98 lb down and 84lb up at 4-3-11, 98 lb down and 84lb up at 4-3-11, and 145 lb down This item has been and 138 lb up at 7-1-10, and 145 lb down and 138 lb up at 7-1-10 on top chord, and 49 lb down and 16 lb up at 1-5-12, 49 lb down electronically signed and and 16 lb up at 1-5-12, 8 lb down and 54 lb up at 4-3-11, 8 lb down and 54 lb up at 4-3-11, and 36 lb down at 7-1-10, and 36 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. sealed by Velez, Joaquin, PE 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). using a Digital Signature. Printed copies of this LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 document are not considered signed and sealed and the Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 signature must be verified Concentrated Loads (lb) On any electronic copies. Vert: 13=-75(F=-37, B=-37) 15=-10(F=-5, B=-5) 16=-57(F=-28, B=-28) Joaquin Velez PE 618182 MTek USA, Irfr,,FL Cert6834• 8904 P?rke,East Blvd. Tampa FL 33@.10• Date: April 20,2020 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Quality Criteria, DSB-89 and SCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 6904 Parke East Job Truss Type Qty Ply LOT 21l2 WATERSTONE Truss T20016950 2322946 VALLEY 4 1 Job Reference o tienal ais rnstauurce (Plant City, FL), Plant City, rL - Jd*b f, 3x6 = 2x4 11 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:51:08 2020 Page 1 ID:? 1 YDfltmYJ 1 NmupVDA3te2z4H2S-51 WFcIZYZVz91 m6ikQCP3rzhhax2? K3TgE6ElizOovX 8-8-0 4-4-0 4x6 = 3x6 = Scale = 1:16.4 4-4-0 4-4-0 Plate Offsets (X Y)-- [2:0-0-4 0-0-01 [4:0-0-4 0-0-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 27 Ito FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 ( REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=-74(LC 10) Max Uplift All uplift 100 lb or less at joints) 5, 6 except 1=-122(LC 17), 2=-220(LC 12), 4=-220(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=310(LC 17), 4=294(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 4-4-0, Exterior(2) 4-4-0 to 7-4-0, interior(1) 7-4-0 to 8-4-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas. where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except Qt=lb) 1=122, 2=220, 4=220. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This Item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic, copies. Joaquin Vele'i PE N6.681i1Y Milrek'USA, Iri'e..FE Cert 6634,, 6904 Park e,East Blvd. Tampa FL 33610• Date: April 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing T eka Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi E fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSh7fil1 Quality Criteria, DSB•89 and BCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 6904 Parke East Job � s Truss Type Qty Ply LOT 21/2 WATERSTONE TP'82 T20016951 2322946 VALLEY 2 1 Job Reference (optional) ce (Plant city, FL), Plant city, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:51:09 2020 Page 1 ID ?1YDfIlmYJ1 NmupVDA3te2z4H2S-ZD4dp5ZAJp5Ofvhul7jeb2VrRzHHknJduurogBzOovW 4-0-0 4 4-0 4-8-0 8-8-0 4-0-0 0-4-0 04-0 4-0-0 Scale = 1:16.7 4x6 = l I� a 6 3x6 = 2x4 II 3x6 = 4-4-0 .8-8-0 4-4-0 4-4-0 Plate Offsets (X,Y)— [2:0-0-4 0-0-0) [4:0-0-4 0-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a n/a 999 MT20 24,4/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP Nc.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=-74(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-122(LC 17), 2=-220(LC 12), 4=-220(LC 12) Max Grav All reactions 250 lb or less at joints) 1, 5, 6 except 2=310(LC 17), 4=294(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 4-4-0, Extedor(2) 4-4-0 to 7-4-0, Interior(1) 7-4-0 to 8-4-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 1=122, 2=220, 4=220. 1) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This Item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182% MiTek USA, Inc. .FL 6k 6634, 690g Parke EastBlvd. Tampa FL j3610 Date: April 20,2020 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrica8on, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety/nformadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20016952 2322946 PB3 VALLEY 2 1 �LOT2112WATERSTONE Job Reference o tional U. CIS rnatouura.e tr-id- l !Ly, rLI, Fidm Uly, FL - 0J001, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 13:51:10 2020 Page 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-1 Pe?1 Rao47DtG3G5srEt8G2OdNcNTDsm7YbLNazOovV 2-0-0 4-4-0 6-8-0 8-8.0 2-0-0 2-4-0 2-4-0 2-0.0 3x4 = 3x8 II 3x4 = 6.00 12 3 9 4 10 5 2x4 = 2x4 = Scale = 1:16.5 4-4-0 8-8-0 4-4-0 4-4-0 Plate Offsets (X,Y)-- (3:0-2-0 0-2-81, [5:0-2-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2017f1-PI2014 Matrix-SH Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb)- Max Horz 1=32(LC 11) Max Uplift All uplift 100 lb or less at joints) 1, 7, 2 except 8=-114(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2 except 8=281(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-197/277, 3-4=-174/293, 4-5=-174/293, 5-6=-190/282 WEBS 4-8=-192/297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-3-15 to 5-0-0, Interior(1) 5-0-0 to 6-8-0, Exterior(2) 6-8-0 to 8-4-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2 except Qt=lb) 8=114. This item has been 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 8. electronically signed and 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on, any electronic copies. Joquin WI& PE No.68182'' MiTek I15A;'Inc.:fL Cert6634, *41:0arke,East Blvd. Tampa'FiLA1610 Date: April 20,2020 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply LOT 21/2 WATERSTONE + T20016953 2322946 V2 VALLEY 1 1 Job Reference (optional) , „awuu,uc tr .- —1y, r '. rraur —y, -- oaoor, 6 0 2x4 i o.z4u s Mar a zuzu MI I eK Inaustrles, Inc. Mon Apr zu i6:b1:11 zuzu Hage 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-VbCNEmbRrQMjuDgHPY16hTbEdnzQChUwMCKvv1 zOovU 2-2-9 2-2-9 2x4 II 2 3 scale = 1:8.3 0-0=8 2-2-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=2-2-1, 3=2-2-1 Max Horz 1=39(LC 12) Max Uplift 1=-14(LC 12), 3=-34(LC 12) Max Grav 1=53(LC 17), 3=58(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) na This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin VeterPE No.88182 MiTek'USA, Irtc.iFC Cart 6634, 8904:Park. East Blvd.,Tampa FL 336,10' Date: April 20,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/091wm BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 21/2 WATERSTONE T20016954 2322946 V3 VALLEY 1 1 Job Reference (optional) �•����� v �• Y. cy, r - oouur, o.z4u s Mar y zuzu MI I eK InOUstfleS, Inc. Man Apr 2U 13:b1:1I 2U20 Page 1 ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-VbCNEmbRrQMjuDgHPY16hTbAGnyOChUwMCKvv1 zOovU 3-10-9 3-10-9 5 c d 2x4 % 2x4 II 2 3 Scale = 1:12.5 0-Qi8 3-10-9 3-10-1 LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 13 lb ' FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-10-1, 3=3-10-1 Max Horz 1=84(LC 12) Max Uplift 1=-31(LC 12), 3=-73(LC 12) Max Grav 1=115(LC 17), 3=126(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) na This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE N6.60& MiTek USA; Irie.IFLCert 6634, . '6604'Pafke EastBlvd.,Tampa F.L 33616 Date: April 20,2020 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI1-7473 rev. 10103/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing t�/tiTc—vA k� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 4 Job + s Truss Type Qty Ply LOT 21/2 WATERSTONE TV4 T20016955 2322946 VALLEY 1 1 Job Reference o tional v 0 0 2x4 i o."u a "n" a �ucu mi i eK muusiries, u1c. Mon Apr zu 13:u1 az zuzu rage 1 ID:zm bLkv5ELIDtgyehSMnND7z4_Wx-zomlS6c3ckUa WNPTzGGLDh7KzBHox8k3as4SRTzOovT 4-2-9 4-2-9 2x4 11 Scale=1:13.3 U-U=8 4-2-1 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 14 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=4-2-1, 3=4-2-1 Max Horz 1=93(LC 12) Max Uplift 1=-34(LC 12), 3=-80(LC 12) Max Grav 1=128(LC 17), 3=139(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 4-2-9 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-0-13 zone;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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) na This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin VeleiPE No.681827 MiTek'USA; Inc.,k'Cert'6634, 6904 Parke.EasBlvd..Tampa F.L 43 f610 Data: WARNING - Verity desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-747J rev. 10/03/2018 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 applicabilityof design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety informat/on available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 April 20,2020 Symbols PLATE LOCATION AND ORIENTATION 3/; Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. J L Apply plates to both sides of truss and fully embed teeth. 0'1/1 fi , - -I- For 4 x 2 orientation, locate plates 0- ''+8' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION , Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: 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. 0 of O 2 U a O H Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 0 Of O S U IL 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 ICC-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 MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that 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 ANSIrrPI 1 Quality Criteria.