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HomeMy WebLinkAboutTruss-c . 249 Maitland Avenue, Suite 3000 D Altamonte Springs, Florida 32701 8 P: (321)972-0491 1 F: (321)972-072-0484 1 E: info@fdseng.com rF Website: www.fdseng.com ENGINEERING ASSOCIATES June 1, 2020 Building Department Ref: Adams Homes Lot: Lot 34 Blk 1 Subdivision: Fort Pierce - Waterstone Address: 8616 Merano Ave. Model: 2000 B RHG 3CF KA # 20-3003 Truss Company: Builders First Source Date of drawings: 4/27/20 Job No.: 2322934 Wind Speed: 160 Exposure: C Truss Engineer: Walter P. Finn To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies 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. 1., C®p*Y If you have any questions, please do not hesitate to call. �' Sincerely, `i'/�Bi�Q' ` �0 ' 6/1/2020 �'. T �' O : Carl A. Brown, P.E. Luis P �' 0,!1?l . °•°•,4,��'Todd M. Born, P.E. FL. # 56126 FL. # 878°�4 �� L `t�}Go�, �� FL. # 82126 "Doing Business with a Service Mindset and an Eye for Detail" A le,1 r " 38-08-00 20-00-00 �1 n Lo n n n n r n n n n r r n n Ln Lo M LO r` d r� I- W X.--1 3V C1 r. CC3 o C3 �' ? Al(0 Exposed „ to Wind, L02 1 1 'Gt<. 11 0 -- 0 0 0 0 0 0 ao 0 0 m 10-00-00 0 0 U U U C1 p lid 0 S a C3 C5 0 S a 0 S a E7 11 E7 0 S a AO S 01S E7 a 0 o E7 0 E7 N E7 E7 a BO a BO a BO a E7 BO S S C5 VERIFY ALL DIMENSIONS AND CEIUNG CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REOIIRED IN MELD BY BUILDER BO go— gjwilftm C1 S C3 C1 FOR 12-08-00 6-04-00 U U U U 10-00-00 B01 U co U Ln U n W n W r W r W Ln U m U U 19-08-00 38-08-00 48-08-00 3 2 UL o CONNECTORS SCHEDULE -- --- ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 A' LUS24 / JUS24 895 / 835 490 /510 •�L"• 10 A HTU26/ THD26 3600 / 3470 1555 / 2330 �w 0 B HTU28 /THD28 4680 / 5040 2140 / 2330 1L9 1 C HTU26-2 /THD26-2 3600 / 3355 2175 / 2340 � Lc 0 D HTU28-2 /THD28-2 4680 / 5005 3485 / 2595 � � 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 � t� 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 � � 0 G HGUS26-3 / THDH26� 5230 / 5245 2155 / 2340 � � 0 H HGUS28-3 / THDH28� 7460 / 7835 3235 / 4370 � w 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 -1 w 3X8NOP MAW W WD FORCE RESISTWO SYSTEMICl ENCLDSEO HYBRID WIND ASCET-f0 IMPORTANT EXPOSURE CATEGORY C occuPANDY eAreeoRY D This Drawing Must Be Approved And WIND LOAD 1M1 A7DH WIND IMPORTANCE FACTOR 1.00 Retu CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B7 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. • REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4)•l1PLIFT AND GRAVITY REACTIONS. ' •-� =*WARNING • BaekehargesWill Not•Be Accepted Regardfe3s'of Fault Without Prior NotifioaYidn By Cdsto'm"er Within 48 Houfs Andlnvestigation By 'Bmlders'Fir3t'Source. 'cam • NOiEItECPTIONS. The General Contractor Is Responsible ,For All Connections Other Than Truss to Truss; Gable Shear Wall, And Connections. Tempora BUILDER: Adams Homes PROJECT: Single Family MODEL: LANAI ADDRESS: 8616 MERANO AVE LOT /BLOCK: 3411 SUBDIVISION: WATERSTONE CITY: FORT PIERCE DRAWN BY: K SANCHEZ JOB # : 2322934 DATE: 04/27/2020 SCALE: NTS PLAN DATE: 2020 REVISIONS: 1. z. 3. 4. . FrstSour+ce 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 1 ' Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others,- MiTeK, RE: 2322934 - LOT 34/1 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. 5 Customer Info: Adams Homes Port St Lucie Project Name: 2322934 Model: 2000.�a airF1UXI IURI Lot/Block: 34/1 Subdivision: Waterstone-St Lucie County Address: 8616 Merano Ave., . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License '#: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 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 49 individual; Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T20074401 A01 S 4/27/20 15 T20074415 A16 4/27/20 2 T20074402 A02S 4/27/20 16 T20074416 B01 A 4/27/20 3 T20074403 A03S 4/27/20 17 T20074417 B02 4/27/20 4 T20074404 A04S 4/27/20 18 T20074418 B06 4/27/20 5 T20074405 A05S 4/27/20 19 T20074419 B07 4/27/20 6 T20074406 A06S 4/27/20 20 T20074420 Cl 4/27/20 7 T20074407 A07 4/27/20 21 T20074421 C1 P 4/27/20 8 T20074408 A09 4/27/20 22 T20074422 C1 S 4/27./20 9 T20074409 A10 4/27/20 23 T20074423 C1 V 4/27/20 10 T20074410 All 4/27/20 24 T20074424 C3 4/27/20 11 T20074411 Al2 4/27/20 25 T20074425 C3P 4/27/20 12 T20074412 A13 4/27/20 26 T20074426 C3S 4/27/20 13 T20074413 A14 4/27/20 27 T20074427 C3V 4/27/20 14 T20074414 A15 4/27/20 28 T20074428 C5 4/27/20 This item has been electronically signed and sealed by Finn, Walter, 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 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: Finn, Walter 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 ANSI/TPI 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 designparameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. COPY April 27,2020 Finn, Walter 1 of 2 �t Mllek" RE: 2322934 - LOT 34/1 WATERSTONE Site Information: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Adams Homes Port St Lucie Project Name: 2322934 Model: 2000 B 3Car 10X20 LANAI Lot/Block: 34/1 Subdivision: Waterstone-St Lucie County Address: 8616 Merano Ave — City: City: Fort Pierce State: FL No. Seal# Truss Name Date 29 T20074429 C5P 4/27/20 30 T20074430 C5S 4/27/20 31 T20074431 C5V 4/27/20 32 T20074432 D01 4/27/20 33 T20074433: D02 4/27/20 34 T20074434 D03 4/27/20 35 T20074435 E4 4/27/20 36 T20074436 E4A 4/27/20 37 T20074437 E7 4/27/20 38 T20074438 UP 4/27/20 39 T20074439 E7V 4/27/20 40 T20074440. G01 S 4/27/20 41 T20074441 G02S 4/27/20 42 T20074442 G06S 4/27/20 43 T20074443 G07S 4/27/20 44 T20074444 G08S 4/27/20 45 T20074445 H7 4/27/20 46 T20074446 1-17P 4/27/20 47 T20074447 1-17V 4/27/20 48 T20074448 L01 4/27/20 49 T20074449 L02 4/27/20 2 of 2 Job a s Truss Type Qty Ply LOT 34/1 WATERSTONE TA01s T20074401 2322934 S Roof Special 1 Job Reference (optional) irstauurce (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:33:17 2020 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-Ao4PiJ_ZIIvSrl DKXdKM3FBrdalKi34_I81v?UzMUeO 1-4-0 2-11-0 5-10-0 12-11-5 19-8-0 24-10.0 28-10-0 34-0-3 38-8-0 -4-0 2-11-0 2-11-0 7-1-5 6-8-11 5-2-0 4-0-0 5-2-2 4-7-14 Scale = 1:71.0 5x6 = 6.00 12 5x6 = 3x4 = 5x6 = 5x12 = 4 5 6 7 33 2x4 i 3x4 9 34 1.5x8 STP = 2,i 29 31 27 2 if1 16 ° 10 1Yi- 20 19 18 17 12 11 .7 0 6x8 = 3x8 = 3x6 = 3x4 = 15 14 _ 13 3x6 = 3x4 = 6x8 = 3x6 = 3x6 � 3x4 II 3.00 12 5x8 = 18-10-0 2-11-0 5-10-0 12-11-5 19-8-0 24-10-0 30-8-4 38-8-0 2-11-0 2-11-0 7-1-5 6-8-11 5-2-0 5-10-3 7-11-13 Plate Offsets (X Y)-- [2:0-0-10 Edgel {4:0-3-0 0-2-01 [6:0-3-0 0-3-01 [10:0-2-12 0-1-81 rl6:0-6-0 0-2-121 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 0.43 Vert(LL) 0.60 16-17 >772 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.74 16-17 >627 180 BCLL 0.0 * Rep Stress Incr YES WB 0.66 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 397 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: 6-14: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 10=-802(LC 12), 2=-920(LC 12) Max Grav 10=1433(LC 1), 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4223/2975, 3-4=-3351/2333, 4-5=-3083/2220, 5-6=-5217/3616, 6-7=-5640/3898, 7-8=-4853/3503, 8-9=-2591/1851, 9-10=-2821/2029 . BOT CHORD 2-20=-2650/3744, 19-20=-2533/3574, 17-19=-3434/5217, 16-17=-3844/5821, 13-14=-656/937, 11-13=-1316/2140, 10-11=-1705/2500 . WEBS 3-20=-450/692, 3-19=-658/567, 4-19=-657/1128, 5-19=-2258/1508, 5-17=-48/450, 6-17=-640/435, 13-16=-2193/3359, 7-16=-984/1535, 7-13=-3028/2269, 8-13=-2458/3450, 8-11 =-1 66/388, 9-11=-350/401 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-10-0, Extenor(2) 5-10-0 to 9-10-0, Interior(1) 9-10-0 to 28-10-0, Exterior(2) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom, chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 10=802, 2=920. This item has been electronically signed and sealed by Finn, Walter, 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. Waifer P., Finn P5.No'.22839; 4Tek,t sk'l,r;c.FL:Cett664 ;.6904Earke East BlvMTatripa FL`338111: Dafe:: ~ Aoril272n2n 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 property incorporate this design into the overall r� q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek` 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 ANSh 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 Job Truss Truss Type Qty Ply LOT 34/1 WATERSTONE T20074401 2322934 A01S Roof Special 1 Job Reference optional �unucia ruawuw uc main any, rLl, rianr Uny, rL-aao0r, tf.24u s Mar a ZUZU Mi I eK Industries, Inc. Mon Apr 27 14:33:17 2020 Page 2 ID:20VQZHIn97x9G5M9NmJa1Qz3Stx-Ao4PiJ_ZIIvSrl DKXdKM3FBrda1Ki34 181v?UzMUeo NOTES- 11) 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 - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MIl•7477 rev. 10/0312019 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 iviiTek` 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 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 34/1 WATERSTONE TA T20074402 2322934 S Hip 1 1 Job Reference o tional 6.00 12 3xi 1.5x8 STP — Y8 r� 2 oI1 5-9-13 5x8 = 2x4 II 4 28 5 i ert nwusuies, urc. nun rlpr a rv:oo:io LULU rage -I ID:20VQZHIn97xzG5 ; mJaIQz3Stx-feovf?BW31JSBoW4LrbbTkxn_dPRSh8_oVTXxzMUe? 5-7-0 5-7-0 13-3-6 1-1-9' 3-5-1 6x12 MT20HS = 3x6 = 5x8 = 6 29 7 30 8 i 2x4 i 9 32 16 19 18 17 -6x12MT20HS =3x4 = 5x8 3.00 12 5x8 1\ 7-10-0 5x8 = 14 15 3x4 11 19-8-0 13 12 11 3x6 = 3x4 = 5x8 = 0-0 Scale=1:68.4 4x6 = LOADING (psf) 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 CSI. TC 0.72 BC 0.80 WB 0.95 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) 0.80 16-17 >582 240 Vert(CT) -0.99 16-17 >470 180 Ho.rz(CT) 0.35 10 n/a n/a PLATES MT20 MT20HS Weight: 203 lb GRIP 244/190 1871143 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: 2-19,16-19: 2x4 SP No.1, 6-14: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except* 13-16: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=183(LC 11) Max Uplift 10=-802(LC 12), 2=-920(LC 12) Max Grav 10=1433(LC 1), 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4644/3329, 3-4=-3430/2461, 4-5=-4362/3113,5-6=-4362/3113,6-7=-4691/3330, 7-8=-3182/2366, 8-9=-2599/1884, 9-10=-2801/2064 BOT CHORD 2-19=-2942/4198, 18-19=-2801/3994, 17-18=-1997/3090, 16-17=-3098/4779, 13-14=-191/301, 11-13=-1442/2296, 10-11=-1755/2479 WEBS 3-19=-607/941, 3-18=-1082/914, 4-18=-382/615, 4-17==1005/1498, 5-17=-333/416, 6-17=-530/309, 13-16=-1945/2972, 7-16=-1069/1683, 7-13=-1141/913, 8-13=-779/1156, 8-11=-129/339, 9-11=-278/374 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. This item has been II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-10-0, Exterior(2) 7-10-0 to electronically signed and 13-7-13, Interior(1) 13-7-13 to 30-10-0, Exte6or(2) 30-10-0 to 36-5-14, Interior(1) 36-5-14 to 38-8-0 zone;C-C for members and sealed by Finn, Walter, PE forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. In Digital Signature. using a 9 9 4) All plates are MT20 plates unless otherwise indicated. Printed copies Of this 5) This truss has been.designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not considered 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 signed and sealed and the will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. signature must be Verified 8) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify on any electronic copies. capacity of bearing surface. Walter P flnn PE No.22- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) MTek USA Inc FLCerf:6634 „ 10=802, 2=920. 41ifkParke'EasCBIvd:TampaF133870i 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 Batg:; sheetrock be applied directly to the bottom chord. April 27,2020 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 10/03/2015 BEFORE USE. ��` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall t� l� 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 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.6904 Parke East Blvd. . Tampa, 3ast Truss Truss Type Qty Ply LOT 34/1 WATERSTONE �2322934 T20074403 A03S Hip 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 2714:33:20 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-bNmYKK1 R2gH 1 iVxvCmt3hupHfoGyvQgRR6_abpzMUdz 1-4-0 6-9-8 9-10-0 14-10-0 19-8-0 24-3-0 28-10-0 33-5-12 38-8-0 1-4-0 4-10-0 4-7-0 4-7-0 4-7-12 5-2-4 5x6 = 4 26 5x6 = 2x4 II 3x4 = = 27 5 28 6 29 7 30 31 8 5x6 Scale = 1:68.4 5x8 11 14 13 iZ 11 3x6 = 8x12 = 46 = 5x8 % 3.00 12 46 II 6-9-8 38-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.66 15-16 >700 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.99 Vert(CT)-0.9815-16 >472 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.38 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 204 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: 2-17;15-17: 2x4 SP No.1, 6-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 11-15, 7-11 11-15: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 10=-802(LC 12), 2=-920(LC 12) Max Grav 10=1433(LC 1), 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4693/3335, 3-4=-3468/2474, 4-5=-3140/2302, 5-6=-4071/2905, 6-7=-4004/2883, 7-8=-2186/1704, 8-9=-2463/1778, 9-10=-2761/2046 BOT CHORD 2-17=-2935/4250, 16-17=-2794/4051, 15-16=-2470/3797, 6-15=-241/269, 10-11=-1737/2447 WEBS 3-17=-659/990, 3-16=-1218/1058, 4-16=-867/1319, 5-16=-891/737, 5-15=-105/417, 11 -1 5=-1 915/2956, 7-15=-705/1204, 7-11 =-1 350/1010, 8-11 =-514/841, 9-11 =-402/489 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-10-0, Exterior(2) 9-10-0 to 15-5-14, Interior(1) 15-5-14 to 28-10-0, Extedor(2) 28-10-0 to 34-5-14, Interior(1) 34-5-14 to 38-8-0 zone;C-C far members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 10=802, 2=920. 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 sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, 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. ,VVaIEe� $: F1nn PE'No:32839; MiTek'kJ5A InaFUCert$634 _, t6904'P,arke East Blvd. Tarripa FL`33810 L)etei; April 27,2020 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M//-7477 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent trucklingof individual truss web and/or chord members only. Additional temporary and permanent bracing M'Tek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII 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 Type Ply LOT 34/1 WATERSTONE rAO4S T20074404 2322934 �Qty Hip 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:33:21 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-3ZKwYg13p_PuJf W5mT01D5MPcBbCesQagmj77GzMUdy r1.4-01 6-4-4 8-8-0 11-10-0 19-8-0 26-10-0 32-5-12 38-8.0 1-4-0 6-4-4 ' 2-3-12 ' 3-2-0 7-10.0 7-2-0 5-7-12 Scale = 1:68.4 5x8 = 3x4 11 5x8 = 5 24 25 6 26 27 287 5x8 11 13 12 11 10 5x8 3.00 12 3x4 II 5x12 = 2x4 II 3x6 = 8-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.62 14-15 >747 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.99 Vert(CT)-0.8514-15 >547 180 BCLL 0.0 * Rep Stress Incr YES WB 0.76 Horz(CT) 0.41 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 207 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: 2-16: 2x4 SP No.1, 6-12: 2x4 SP No.3 10-0-0 oc bracing: 12-14 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 11-14, 7-14 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=265(LC 11) Max Uplift 9=-802(LC 12), 2=-920(LC 12) Max Grav 9=1433(LC 1), 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4717/3349, 3-4=-4514/3208, 4-5=-3357/2431, 5-6=-3575/2631, 6-7=-3530/2617, 7-8=-2303/1707, 8-9=-2775/1958 BOT CHORD 2-16=-2961/4284, 15-16=-2602/3954, 14-15=-1851/3025, 6-14=-452/530, 10-11=-1650/2441, 9-1 0=-1 650/2441 WEBS 4-16=-731/1164, 4-15=-12741974, 5-15=-544/939, 5-14=-508/779, 11-14=-1186/1995, 7-14=-1195/1782, 7-11=-251/210, 8-11 =-5851518 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-10-0, Exterior(2) 11-10-0 to 17-5-14, Interior(1) 17-5-14 to 26-10-0, Extedor(2) 26-10-0 to 32-5-12, Interior(1) 32-5-12 to 38-8-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=802, 2=920. 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 Finn, Walter, 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. Matter p; Finn, PE'No.22839; tviTek USA; -Ina FL Celt 6834 iSO4Parke.EastBlvd:75mpa FL 338f0' 'bate:: April 27,2020 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent truckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITe'Ce 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 ANS117Pll 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 Parkrk 36610 East Job Truss Type Qty Ply LOT 34/1 WATERSTONE TAOu5S - T20074405 2322934 Hip 1 1 Job Reference (optional) FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:33:22 2020 Page 1 ID:20VQZH ing7x9G5M9NmJalQZ3Stx-Xlu I102ha IXlxp5HJAvXmJvbwbykNl9jvQTgfizMUdx 1 4-0 6-3-6 8-8-0 13-10-0 19.8-0 24-10-0 31-5-12 38-8-0 1 4-0 66 2 4-10 5-2-0 5-10-0 5-2-0 6-7-12 7-2 4 5x8 = 2x4 11 5x8 = 6.00 12 5 26 627 28 7 5x8 11 14 13 12 11 % 5x8 3.00 12x4 I I 2 5x8 = 3x6 = 19-8-0 1 24-10-0 31-5-12 Scale = 1:69.7 10 2x4 I 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 0.78 BC 0.91 WB 0.80 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) 0.55 16-17 >844 240 Vert(CT) -0.68 16-17 >680 180 Horz(CT) 0.38 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 211 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: 2-17: 2x4 SP No.1, 6-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-16 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=307(LC 11) Max Uplift 2=-920(LC 12), 9=-802(LC 12) Max Grav 2=1507(LC 1), 9=1433(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4714/3260, 3-4=-4538/3190, 4-5=-2939/2127, 5-6=-2817/2140, 6-7=-2798/2132, 7-8=-2151/1612, 8-9=-2730/1891 BOT CHORD 2-17=-2879/4345, 16-17=-2627/3996, 15-16=-1537/2600, 6-15=-321/374, 10-1 2=-1 577/2392, 9-10=-1576/2396 WEBS 4-17=-659/1207, 4-16=-164911221, 5-16=-468/845, 5-15=-272/450, 12-15=-1100/1945, 7-15=-892/1378, 7-12=-385/244, 8-12=-713/590, 8-10=0/294 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-10-0, Extedor(2) 13-10-0 to 19-5-14, 1nterior(1) 19-5-14 to 24-10-0, Exterior(2) 24-10-0 to 30-5-14, Interior(1) 30-5-14 to 38-8-0 zone;C-C for members and This item has been 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed Sealed by Finn, Walter, PE yFinDigital , Walt 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide a Signature. will fit between the bottom chord and any other members. Printed copies of this 6) Refer to girder(s) for truss to truss connections. document are not considered 7) Bearing atjoint(s) 2 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 (jt=lb) signature must be verified 2=920, 9=802. 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 WaltetPSFInnRE-Fto.72838' sheetrock be applied directly to the bottom chord. MiTek'USA Inc FL Ceit.6834 , ':6664.P.arke:�astBlvd: Tampa EL- 33fltQ April 27,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 10/03/2015 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /g building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek• 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/rPIl 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 36616 Job Truss Truss Type Qty Ply =RSTONET20074406 2322934 AO6S Hip 1 1 tional • isiauurce (rian[ city, FL), Plant city, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 2714:33:24 2020 Page 1 I D:20VQZH In97x9G5M9 NmJ al Qz3Stx-T8?3Ai4y6vnTA6 Fg Rby?rk_uKPgHr9 POMkynkazMUdv 14-0 5-11-0 8-8-0 15-10-0 19-8-0 22-10-0 30-5-12 34-0-0 38-8-0 1-4-0 5-11-0 2-9-0 7-2-0 3-10-0 3-2-0 7-7-12 3-6-4 4-8-0 6.00 12 5x12 = 2x4 11 7x10 = 5. 27 6 28 7 Scale = 1:69.2 5x8 \\ 15 14 13 11 5x8 3.00 12 2x4 II 5x8 = 4x6 = 3x4 = 46 = 15-10-0 305-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.51 17-18 >902 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.64 17-18 : >720 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.37 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 233 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 14-16 2-18: 2x4 SP No.1, 16-18: 2x6 SP No.2, 6-14: 2x4 SP No.3 WEBS 1 Row at midpt 4-17, 8-13 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Horz 2=348(LC 11) Max Uplift 2=-920(LC 12), 10=-802(LC 12) Max Grav 2=1507(LC 1), 10=1433(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4710/3174, 3-4=-4582/3153, 4-5=-2659/1903, 5-6=-2340/1829, 6-7=-2332/1823, 7-8=-2003/1513, 8-9=-2608/1832, 9-10=-2783/1946 BOT CHORD 2-18=-2800/4396, 17-18=-2631/4104, 16-17=-1305/2318, 11-13=-1474/2314, 10-11=-1620/2459 WEBS 4-18=-558/1159, 4-17=-1956/1406, 5-17=-414/826, 13-16=-1107/2061, 7-16=-867/1494, 7-13=-821/487,8-13=-778/616,8-11=-50/379,9-11=-207/253 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-10-0, Exterior(2) 15-10-0 to 21-5-14, Interior(1) 21-5-14 to 22-10-0, Extedor(2) 22-10-0 to 28-5-14, Interior(1) 28-5-14 to 38-8-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 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) 2=920, 10=802. 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 Finn, Walter, 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. ' 4Valfer R; Finn; RE'No:22839, :MTAMSA; Inc FL, Cert 8634 ;6904 Parke East Blvd: TampaFL'33611 Date:: April 27,2020 ®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 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 ANSI1`rPI1 Quality Criteria, DSB-89 and SCSI Building. Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. Tampa, FL 36610 Job / Truss Truss Type Qty Ply LOT 3411 WATERSTONE T20074407 2322934 A07 Hip 1 1 Job Reference (optional) Bunoers Firstbource (Plant t;ny, FL), Plant city, FL - 33557. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 2714:33:25 2020 Page I ID:20VQZHIn97x9G5M9NmJalQz3Stx-xKZRN24atDvKoGgs?JTEOxX7Fpz7adPAbOhKGIzMUdu 1-4-0 6-0-13 8-8-0 13-1-11 17-10-0 20-10-0 25-6-5 30-0-0 32-7-3 38-8-0 0-0-0 -4.0 6-0-13 2-7-3 4-5-11 4-8-5 3.0-0 4-8-5 4-5-11 2-7-3 6.0-13 -4-0 rn 0 5x6 = 5x6 = 5x8 11 5x8 // 5x8 % 3.00 12 5x8 13-1-11 30-0-0 Scale = 1:72.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.69 15-17 >676 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.99 Vert(CT) -1.06 15-17 >439 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.56 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 202 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. 2-17,11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-395(LC 10) Max Uplift 2=-920(LC 12). 11=-920(LC 12) Max Grav 2=1503(LC 1). 11=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4788/2970, 34=4587/2833, 4-5=-4635/2963, 5-6=-2275/1638, 6-7=-1992/1538, 7-8=-2276/1631, 8-9=-4565/2982, 9-10=-4535/2855, 10-11=-4723/2987 BOT CHORD 2-17=-2540/4634, 15-17=-1472/2832, 14-15=-879/2036, 13-14=-1503/2679, 11-13=-2576/4291 WEBS 5-15=-1124/871, 6-15=-485/847, 7-14=-488/802, 8-14=-10591876, 5-17=-1137/2166, 8-13=-1148/1979 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-10-0, Exterior(2) 17-10-0 to 26-5-14, Interior(1) 26-5-14 to 40-0-0 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) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 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 Gt=lb) 2=920,11=920. 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 Finn, Walter, 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. Walter P: firm PE.11622839; JJITek'USA Inc: FL Cert 0634 %8904 P.arke,�ast BlvdiTampa FL• 39611). Date:, April 27,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10f0312015 BEFORE USE. ' Design valid for use only with M7ek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M�Tek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,'see AN311TPH 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 i Truss Truss Type city Ply LOT 3411 WATERSTONE 2322934 JA09 Roof Special g 1 T20074408 ccud,. Job Reference (optional) --•- • •• •� ^,. �n ,,r, ���� d.24u s Mar 9 2u2U Mil eK Industries, Inc. Mon Apr 27 14:33:26 2020 Page 1 ID:6gDIOH2OVeg 1 Nkl sxoNemzyuULB-Q W 7pbO5CeW 1 BQQP2YO—Tw931gCMoJ6nJg2RuoTzMUdt 1-4-0 6-1-14 8-8-0 13-1-12 19-4-0 25-6-4 30-0-0 12-6-2 38-8-0 0-0-0 -4-0 6-1-14 2-6-2 4-5-12 6-2-4 6-2-4 4-5-12 2-6-2 6-1-14 -4-0 5x6 = 5x8 1\ 5x8 // 5z8 3.00 12 8-8-0 16-3-7 224-9 0-0 38-8-0 8-8-0 7-7-7 6-1-2 7-730--7 a-a-n 5x8 Scale = 1:72.4 Plate Offsets (X Y)— [2:0-2-7 Edge1. [2:0-2-3 Edge] [3:0-3-0 0-3-0] [9:0-3-0 0-3-01 1`10.0-2-3 Edge] [10.0-2-7 Edge] [12.0 5 4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.73 Vert(LL) 0.68 12-13 >679 240 MT20 244/190 TCDL 7.0 Lumber DOL , 1.25 BC 0.77 Vert(CT) -0.92 12-13 >502 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.55 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 204 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except* 2-16,10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.9 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-425(LC 10) Max Uplift 2=-920(LC 12), 10=-920(LC 12) Max Grav 2=1503(LC 1), 10=1503(LC 1) 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. TOP CHORD 2-3=-4769/2781, 3-4=-4556/2636, 4-5=-4595/2759, 5-6=-2504/1669, 6-7=-2504/1655, 7-8=-4538/2733, 8-9=-4519/2620, 9-10=-471612767 BOT CHORD 2-16=-2340/4637, 15-16=-1302/2876, 13-15=-691/1862, 12-13=-1350/2699, 10-12=-2377/4281 WEBS 6-13=-605/1087, 7-13=-987/775, 7-12=-1057/1922, 6-15=-597/1144, 5-15=-1053/766, 5-16=-1077/2087 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2) 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=920, 10=920. 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 Finn, Walter, 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. WalferF.Finn P�'No,22838; MTekUSA Inc FL Celt 6634 „�, _. , 8884_Park'e East Slud:Tampa FL 338IDi April 27,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10103,2015 BEFORE USE. wt 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 I i 0T ek� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the VI fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PN Qualify Criteria, DSB-69 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 I Truss Truss Type Qty Ply T20074409 2322934 A10 ROOF SPECIAL 1 1 �LOT34/WATERSTONE1 Job Reference (optional) M 0 triant Cary, FL), riant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 2714:33:29 2020 Page 1 ID:6gD IOH2OVeg1 Nk1 sxoNemzyuULB-g5pyDP84wRQm Ht7dE9XAYnhgOQOZWTcl WOfYPozMUdq 19-8-0 1.4-0 8-1-14 8-8-0 131-14 2 19-0-0 1 4 22-4.9 25-6-4 30.0.0 32-6-2 38-9-0 0.0.0 -4.0 6-1-14 2-6-2 4-5-12 5-10 0- 2-8-9 3-1-11 4-5-12 2-12 6-1-14 -4-0 04-0 Scale = 1:77.5 602 MT20HS = 6.00 12 5x8 `I 5x8 // 5x8 % 3.00 12 5x8 zz- 22-4-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.63 12-13 >734 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.86 12-13 >537 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.53 10 n/a rile BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 204 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except* TOP CHORD Structural wood sheathing directly applied. 1-4,8-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 'Except' 14-16,12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=422(LC 11) Max Uplift 2=-920(LC 12), 10=-920(LC 12) Max Grav 2=1503(LC 1), 10=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4770/2783, 3-4=-4567/2641, 4-5=-4596/2752, 5-6=-2506/1668, 6-7=-2506/1655, 7-8=-4541/2731, 8-9=-4531/2628, 9-10=-4715/2770 BOT CHORD 2-16=-2344/4634, 15-16=-1303/2874, 13-15=-707/1879, 12-13=-1351/2699, 10-12=-2380/4280 WEBS 6-13=-589/1066, 7-13=-963/756, 7-12=-1053/1921, 6-15=-581/1122, 5-15=-1027/747, 5-16=-1070/2083 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2) 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed fora 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) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920, 10=920. 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 Finn, Walter, 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. Walter p:finn REW6.2t839, ,MiTek USA•,"Irtc FL':Ceif8634 ;8904 Parke t estBlvd; Tampa FL 33610' April 27,2020 WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/TPIf Quality Criteria, DSB-89 and BCS/ Building. Component 6904 Parke rke East Blvd. /nformadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, rk 3ast Job r Truss Truss Type Qty Ply LOT 34/1 WATERSTONE T20074410 2322934 A11 Hip Truss j 1 Job Reference (optional) m O ,resource triant City, t-Lj, Plant City, rL - 33bb1, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 2714:33:30 2020 Page 1 ID:20VQZHln97x9G5M9NmJaIQz3Stx-I INKQ18ihlYcu 1 igns2P5?Ex5giuFwrvlgP5xEzMUdp 8-8-0 17-0-0 21-8-0 30-0-0 38-8-0 0 -0-0 08-8-0 B-4-0 4-8-0 8-4-0 Scale = 1:72.5 7x10 = 6.00 12 5x8 = 6x8 % 3.00 12 5x8 17 30.0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.96 BC 0.89 WB 0.81 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.67 12-13 >688 240 Vert(CT) -0.99 12-13 >471 180 Horz(CT) 0.60 7 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 192lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 3-12, 6-10 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-378(LC 10) Max Uplift 2=-920(LC 12), 7=-920(LC 12) Max Grav 2=1503(LC 1), 7=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4702/2990, 3-4=-2447/1697, 4-5=-2115/1676, 5-6=-2439/1699, 6-7=-4702/3011 BOT CHORD 2-13=-2542/4382, 12-13=-2393/4078, 10-12=-1018/2113, 9-10=-2430/3944, 7-9=-2582/4237 WEBS 3-13=-499/1204, 3-12=-2102/1449, 4-12=-365/764, 4-10=-260/267, 5-10=-405/715, 6-1 0=-1 964/1463, 6-9=-507/1161 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2) 17-0-0 to 27-3-14, Interior(1) 27-3-14 to 40-0-0 zone;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. Walt Walt sealed by Finn, Walter, PE 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 Using a Digital Signature. will fit between the bottom chord and any other members. Printed copies of this 7) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify, document are not considered capacity of bearing surface. signed and sea and the 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstandingled 100 lb uplift at joint(s) except Qt=lb) 2=920,7=920. signature must e verified 9) This truss design requires that a minimum of 7/16" structural wood sheathingbe applied direct) to the to chord and 1/2" PP Y P gypsum on an electronic copies. y p sheetrock be applied directly to the bottom chord. WaltdrP:Flrth N i.228 9; fdTek USA Inc FL Cert $634 '.8804 Parke fast Blxd: Tam_ pa FL'33fif.Ot April 27,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14I1-7473 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 verily 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 ANS117PN 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 34/1 WATERSTONE T20074411 2322934 Al2 Hip Truss 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 27 14:33:31 2020 Page 1 ID:20VQZHIn97x9G5M9NmJalQZ3Stx-mUwie59LS3gTWBHOL.ZaedCmguDOM RE2zK8fUgzMUdo 1-4-0 4-11-3 8-8-0 15.0-0 23-B-0 30-0-0 33-8-13 38-8-0 0-0-0 -4-0 4-11-3 3-8-13 6-4-0 8-8.0 6-4-0 3-8-13 4-11-3 -4-0 0 6x8 = 6.00 12 6x8 = 5 24 25 6 26 5x8 % 3.00 12 5x8 zz 30-0-0 Scale = 1:72.0 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/TPI2014 CS1. TC 0.76 BC 1.00 WB 0.49 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) 0.68 14-15 >683 240 Vert(CT) -0.91 12-14 >512 180 Horz(CT) 0.59 9 We n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 204 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 5-6: 2x6 SP No.2, 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-14, 5-12, 7-12 2-15,9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-336(LC 10) Max Uplift 2=-920(LC 12), 9=-920(LC 12) Max Grav 2=1503(LC 1), 9=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4735/3129, 3-4=-4588/3055, 4-5=-2792/1965, 5-6=-2420/1879, 6-7=-2753/1949, 7-8=-4556/3075, 8-9=-4675/3149 BOT CHORD 2-15=-2690/4509, 14-15=-2467/4236, 12-14=-1284/2502, 11-12=-2506/4006, 9-11 =-2730/421 0 WEBS 4-15=-553/1179, 4-14=-1843/1265, 5-14=-391/933, 5-12=-290/305, 6-12=-369/792, 7-12=-1733/1292,7-11=-560/1112 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2) 15-0-0 to This item has been 20-7-14, Interior(1) 20-7-14 to 23-8-0, Extedor(2) 23-8-0 to 29-3-14, Interior(1) 29-3-14 to 40-0-0 zone;C-C for members and forces & electronically signed and MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Finn, Walter, PE 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chord live loadnonconcurrent with any other live loads. Printed copies of this 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 document are not considered will fit between the bottom chord and any other members, with BCDL = IO.Opsf. Signed and sealed and the 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify signature must be verified 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) on any electronic copies. 2=920, 9=920. WalterP:FtnnRENo,72838 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 MTek USA Inc FL Ced 6634 , , sheetrock be applied directly to the bottom chord. '.6904 P..arke East Blvd:Sampa FL33610 Oatea April 27,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 Welk' building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek 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 ANSIfrPN 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 Qty Ply LOT 34/1 WATERSTONE TTruss T20074412 2322934 Hip Truss 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 2714:33:33 2020 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-it2S3nBb_gwBIVROT c6idsSzlh_SHRLRedmYZZMUdm 14-0 8-8-0 13-0-0 19-4-0 25-M 30-0-0 38-8-0 o-m 4-4-0 6-4.0 6-4-0 4-4-0 8-8.0 4-0 6.00 12 6x8 = 22 2x4 II 235 24 25 6x12 MT20HS = 5x8 % 3.00 12 5x8 8-8-0 38.8-0 Scale = 1:71.5 0 4 4 Iy N 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.71 11-13 >650 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -1.15 11-13 >404 180 MT20HS 187/143 BCLL 0.0 Rep Stress incr YES WB 0.76 Horz(CT) 0.58 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 182 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied. 1-3,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at midpt 4-13, 6-10 12-13: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3, REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-295(LC 10) Max Uplift 2=-920(LC 12), 8=-920(LC 12) Max Grav 2=1503(LC 1), 8=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4679/3106, 3-4=-4600/3347, 4-5=-3124/2257, 5-6=-3124/2257, 6-7=-4598/3367, 7-8=-4676/3125 BOT CHORD 2-13=-2644/4258, 11-13=-1541/2692, 10-11 =-1 572/2691, 8-10=-2683/4212 WEBS 3-13=-360/531, 4-13=-1449/2130, 4-11=-329/683, 5-11=-372/452, 6-11=-329/684, 6-10=-1461/2000, 7-10=-367/531 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. li; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 25-8-0, Exterior(2) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 40-0-0 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. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 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) 2=920,8=920. 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 Finn, Walter, 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. Walter R. Ihn PE'No.32839; MTek tJ0;1 c. FL b46674. 6WParke.Easfalvd:.Taropa0E.3, fo!. Oat*:' April 27,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 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 propedy Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 BCSI Building Component Blvd. East e 6904 ParkE Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Parke 36610 East 22 23 6x12 MT20HS = 24 25 5x6 = 6 Job r Truss Truss Type Ply LOT 34/1 WATERSTONE T20074413 2322934 A14 Hip Truss �Qty 1 1 Job Reference (optional) Builders Firstaource (Plant City, FL), Plant City, FL - 3355/, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 2714:33:34 2020 Page 1 I D:20VQZH In97x9G5 M 9 Nm Ja IQz3Stx-B3crG7BDl_22NfObOi 7LFgO d7R2zBgzVfINJ5?zM Udl 1 4-0 8-8-0 11-0-0 19.4-0 27-8-0 30-0-0 38-8-0 0-0-0 4-0 8-B-0 2-4-0 8-4-0 8-4-0 2 4.0 8-8-0 -4-0 Scale = 1:70.2 5x6 = 6.00 12 2x4 7 5x8 5x8 3.00 12 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 0.95 BC 0.94 WB 1.00 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.76 11 >610 240 Vert(CT) -1.18 11-13 >394 180 Horz(CT) 0.57 8 n/a n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 177 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 *Except' BOT CHORD Rigid ceiling directly applied. 12-13: 2x4 SP No.2, 10-12: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-254(LC 10) Max Uplift 2=-920(LC 12), 8=-920(LC 12) Max Grav 2=1503(LC 1), 8=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4668/3124, 3-4=-4567/3409, 4-5=-4042/2841, 5-6=-4042/2841, 6-7=-4562/3427, 7-8=-4663/3143 BOT CHORD 2-13=-2652/4204,11-13=-1885/3170,10-11=-1918/3169,8-10=-2691/4199 WEBS 3-13=-317/552, 4-13=-1294/1776, 4-11=-624/1101, 5-11=-494/588, 6-11=-624/1103, 6-10=-1302/1681, 7-10=-327/550 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Extedor(2) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 27-8-0, Exterior(2) 27-8-0 to 33-3-14, Interior(1) 33-3-14 to 40-0-0 zone;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. sealed by Finn, Walter, PE 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' using a �191ta1 Signature. 6) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Printed Copies Of this 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify document are not considered capacity of bearing surface. signed and sealed and the 8) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 100 lb uplift atjoint(s) except Qt=lb) signature must be verified 2=920,8=920. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum on any electronic copies. sheetrock be applied directly to the bottom chord. 'Walter i;nilgaPE'N;o.2289;k UPS:FA 4 TekFLCelt6ii. �.6604arkeEast Blvd:TampFL3361P bate:: April 27,2020 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent truckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITe�* 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 ANSI7TPN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 34/1 WATERSTONE T20074414 2322934 A15 Hip Truss 1 1 Job Reference o tional •••'•"""•"" �• •'"•`�^r�n �•nq, - ++� O.Z4U 5 Mar a LULU MI I eK inausines, Inc. Mon ,pr zr 14:S3:3b ZUZU rage 1 ID:2OVQZH In97x9G5M9NmJalQz3Stx-7SkbhoDTHblmcyAz879pKFUzQEkMfevn7csQ9uzMUdj 1-4-0 6-2-715-10-11 22-9-5 29.8-0 32-5-9 38.8 0 0-0-0 -4-0 6-2-7 2-9-9 6-10-11 6-10-11 6-10-11 2-9-9 6-2-7 -4-0 6x12 MT20HS = 4x6 = 6.00 12 4 26 27 5 28 3x4 3 1.5x8 STP = 24 25 16 15 r> 1 2 17 8x10 = 14 d 2x4 II 7x10 VN 4x6 = 3x12 MT20HS = 3.00 12 8-8-0 7x10 = 6 29 30 30-M 6x12 MT20HS = 31 7 32 33 1.5x8 STP = 3x12 MT20HS Scale=1:71.7 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 CS]. TC 0.90 BC 0.95 WB 0.71 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.99 13-15 >468 240 Vert(CT) -1.24 13-15 >374 180 Horz(CT) 0.62 9 n/a - n/a PLATES MT20 MT20HS Weight: 216 lb GRIP 244/190 187/143 FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6,6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 'Except' WEBS 1 Row at midpt 4-15, 7-13 2-16,9-12:2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=212(LC 11) Max Uplift 2=-920(LC 12), 9=-920(LC 12) Max Grav 2=1503(LC 1), 9=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4653/3213, 3-4=-4575/3156, 4-5=-5609/3855, 5-6=-5605/3849, 6-7=-5607/3852, 7-8=-4575/3177, 8-9=-4653/3229 BOT CHORD 2-17=2759/4185, 16-17=-2781/4223, 15-16=-2386/3939, 13-15=-3473/5607, 12-13=-2425/3939, 11-12=-2819/4223, 9-11=-2797/4185 WEBS 4-16=-751/1192,4-15=-1249/1874,5-15=-462/498,6-13=-422/495,7-13=-1239/1871, 7-12=-761/1182 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-M, Interior(1) 2-8-0 to 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 29-8-0, Exterior(2) 29-8-0 to 35-3-14, Interior(1) 35-3-14 to 40-0-0 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. Sealed by Finn, Walter, PE 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. 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. document are not Considered 7) Bearing at joint(s) 2, 9 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 2=920, 9=920. on an p y 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 Walfer O. P1hnPE'No:22889; sheetrock be applied directly to the bottom chord: MTek USA Inc FL dart ll63'4 6904 Parke East Blvd: Tampa FL• 3381a' Detei, ' April 27,2020 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7477 rev. 1018312015 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 M YT ak• 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 ANS11TPI7 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Salery/nfonnalion available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job s Truss Type Qty Ply LOT 3411 WATERSTONE TA16 T20074415 2322934 HipTruss 1 q J Job Reference o tional ers Firstaource (Plant City, FL), Plant City, FL - 33bb 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:33:37 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-belzu8E52vQdE6lAigg2tTOAve3JO9LxMFbzhKzMUdi T1-4-01 5-4-10 ,7-0-0 13-3-0 19-4-0 25-5-0 31-8-0 33-5-7 38-8-0 40-0-0 1 4-0 5 4-10 1-7-6 6-3-0 6-1-0 6-1-0 6-3-0 1-9-7 5-2-9 1-4-0 Scale = 1:70.2 5x6 = 5x8 = 6x12 MT20HS = 5x8 = 6.00 12 5 6 — 7 2x4 4 24 25 26 27 85x6 2x4 3 Pp A I Pip9 N 1.5x8 STP = 1.5x8 N STP = a' 2 17 28 16 15 14 1 \ 13 12 29 N 10 g' `- 6x12 MT= 2x4 gx10 MT20HS = 2x4 I 6x12 MT20HS = 11 Io 5x8 = 5x8 3.00 12 5x8 ZZ 7-4-8 13-3-0 19-4-0 25-5-0 31-3-8 31 8 0 38-8-0 7-4-8 5-10-8 6-1-0 6-1-0 5-10-8 0-4-8 7-0.0 Plate Offsets (X Y)-- [2:0-2-7 Edgel [4:0-3-0 0-2-01 [8:0-3-0 0-2-01 [9:0-0-0 0-0-01 ['10.0-2-7 Edge][12.0-6-0Edge], [17.0-6-0 Edgel 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 0.79 Vert(LL) 1.54 14 >302 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.97 Vert(CT) -1.59 14 >292 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT) 0.70 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 541 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-17,10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-172(LC 6) Max Uplift 2=-2125(LC 8), 10=-2125(LC 8) Max Grav 2=3590(LC 13), 10=3590(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12445/6975, 3-4=-12843/7217, 4-5=-12645/7110, 5-6=-19330/11281, 6-7=-19330/11281, 7-8=-12520/7110, 8-9=-12717/7217, 9-1 0=-1 2326/6975 BOT CHORD 2-17=-6228/11536, 16-17=-9992/17781, 14-16=-9992/17781, 13-14=-9992/17625, 12-13=-9992/17625, 10-12=-6225/11299 WEBS 4-17=-2607/4995, 5-17=-5477/3321, 5-16=0/391, 5-14=-1120/1856, 6-14=-804/775, 7-14=-1120/1858, 7-13=0/391, 7-12=-5476/3321, 8-12=-2607/4943, 3-17=-548/950, 9-12=-551/962 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Tap chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-4-0 oc, Except member 17-5 2x4 - 1 row at 0-9-0 oc, member 5-16 2x4 - 1 row at 0-9-0 oc, member 14-5 2x4 - 1 row at 0-9-0 oc, member 6-14 2x4 - 1 row at 0-9-0 oc, member 14-7 2x4 -1 row at 0-9-0 oc, member 7-13 2x4 - 1 row at 0-9-0 oc, member 12-7 2x4 - 1 row at 0-9-0 oc, member 17-3 2x4 - 1 row at 0-9-0 oc, member 12-9 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=42psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; 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) 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) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building desiqner should verifv This item has been electronically signed and sealed by Finn, Walter, 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. Walter P; 4hn:06 d.12839; :FA7ek'USA,IncfLCert0634, . ''004.P.arke l5astBlvd:7ampaFL'3381t1; Date:: Anril 97 9n9n surface. — '---- 7D�Ign RNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. ' valid for use only with MiTskO connectors. This design is based only upon parameters shown, and is for an individual building component, not system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall W /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPl1 Quality Criteria, DSB-89 and 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 34/1 WATERSTONE T20074415 2322934 A16 Hip Truss 1 q J Job Reference (optional) .�..,ZW�; -m—. triarn a.ny, r�/, Warn i.uy, r� - oaoor, ti.24U s Mar g 2U2u MLI ek Industries, Inc. Mon Apr 27 14:33:37 2020 Page 2 NOTES- ID:20VQZH 1n97x9G5M9NmJalQZ3Stx-belzu8E52vQdE6lAigg2tTOAve3JO9LxMFbzhKzMUdi 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=2125, 10=2125. 11) Girder carries hip end with 7-0-0 end setback. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 31-8-0, and 802 lb down and 391 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: 1-4=-54, 4-8=-112(F=-58), 8-11=-54, 18-28=-20, 17-28=-42(F=-22), 12-17=-42(F=-22), 12-29=-42(F=-22), 21-29=-20 Concentrated Loads (lb) Vert: 28=-475(F) 29=-475(F) ® 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 MTeW 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 nn AA T ek• 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 Itll l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 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 34/1 WATERSTONE T20074416 2322934 B01A GABLE 1 1 Job Reference o tional �-••-�•- • ••�•����Y. 1, Y. o.zwu s Mar u zuzu MI I eK maustries, Inc. Mon Apr 27 14:33:39 2020 Page 1 ID:2H ENbgKpKuCLMGubem975iyKvFi-XOPkJgFMa WgLTQuYpFj Wyu6dJSzXs91 EpZ44mDzMUdg -1-4-0 6-4-0 12-8-0 14-0-0 1 4-0 6-4-0 6-4-0 1 4-0 Scale = 1:24.6 4x6 = 12-8-0 12-8-0 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 0.28 Vert(LL) -0.00 9 n/r . 120 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.09 Vert(CT) -0.01 9 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-S Weight: 58 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-8-0. (lb) - Max Horz 2=-158(LC 10) Max Uplift All uplift 100 lb or less at joints) 14, 10 except 2=-200(LC 12), 8=-200(LC 12), 13=-132(LC 12), 11=-132(LC 12) Max Grav All reactions 250 lb or less at joints) 2, 8, 12, 13, 14, 11, 10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-83/288, 5-6=-84/299 WEBS 4-13=-135/380, 3-14=-141/294, 6-11=-134/380, 7-10=-141/294 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=25ft; B=45ft; L=40ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 6-4-0, Comer(3) 6-4-0 to 10-4-0, Extedor(2) 10-4-0 to 14-0-0 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 Do. 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 forthis 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) 14, 10 except Gt=lb) 2=200, 8=200, 13=132, 11=132. This item has been electronically signed and sealed by Finn, Walter, 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. ,Waltar P: Finn PE'No:22639; A, rA USA,Inc. FLCert' 6634 b604 P.arke:East BlvdiSatnpa FL'.33610' April 27,2020 ® WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE &I.7473 rev. 1010372015 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 ANS11TPII 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 34/1 WATERSTONE T20074417 2322934 B02 Common 5 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:33:40 2020 Page 1 I D:20 VQZH In97x9G5 M9 NmJal Qz3Stx-? Dz6XAG_Lgo C5aTl NyEI V5 a hjsArbcNN2 D q d IfzMUdf -1-4-0 6-4-0 12-M 14-0-0 1-4-0 6-4-0 6-4-0 Scale=1:24.7 5x8 = 3x4 = 3x4 = b-4-u 12-8-0 _ 6-4-0 6-4-0 Plate Offsets (X,Y)— [2:0-1-4 0-0-2j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.10 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.08 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 49lb 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, 4=0-8-0 Max Horz 2=158(LC 11) Max Uplift 2=-378(LC 12), 4=-378(LC 12) Max Grav 2=541(LC 1), 4=541(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-656/882, 3-4=-656/882 BOT CHORD 2-6=-474/532, 4-6=-474/532 WEBS 3-6=-48/282 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=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 6-4-0, Comer(3) 6-4-0 to 10-4-0, Exterior(2) 10-4-0 to 14-0-0 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=378, 4=378. 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 Finn, Walter, 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. Walter P. h6n. PE'No,32839', MTek'USA, Inc.OL'6rt6834 ' 6904 Parke East Blvd: Tampa FL• 33670' bat`e_:: April 27,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. ��• Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to 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 ANS//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 LOT 34/1 WATERSTONE �Qty_]Ply T20074418 2322934 B06 Common 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6-4-0 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:33:41 2020 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-TPXUkW Hc57w3jj2xxgl-1 JBrzFVbK3c WGtZBg5zMUde 12-M 6-4-0 Scale: 1/2"=1' 5x8 = 1� 0 3x6 = 3x6 = 6-4-0 12-8-0 6-4-0 6-4-0 Plate Offsets (X,Y)— _ (2:0-2-12,0-1-8) j4:0-6-0,0-0-2j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.11 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.09 5-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 47 Ib 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) 4=0-8-0, 2=0-8-0 Max Horz 2=152(LC 11) Max Uplift 4=-257(LC 12). 2=-385(LC 12) Max Grav 4=465(LC 1), 2=544(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-668/924, 3-4=-652/965 BOT CHORD 2-5=-628/542, 4-5=-628/542 WEBS 3-5=-80/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 6-4-0, Comer(3) 6-4-0 to 10-4-0, Exterior(2) 10-4-0 to 12-8-0 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=257, 2=385. This item has been 6) This truss design requires that a minimum of 7116" 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 Finn, Walter, 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. Walfe�?i Fien;@E'No122839; MiTek USA; Inc: FL- Ceitr$634 . 6904 Fafke EastBlvtl:7ampa FL:33810 April 27,2020 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 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 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 , Truss Truss Type Qty Ply LOT 34/1 WATERSTONE T20074419 2322934 B07 Common 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:33:42 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-yb5syslEs R2vKtd7UNGDa WkOjfrg3WrgVXJkNYzMUdd 12-M 6-4-0 5x8 = 3x6 = I ' 3x6 = Scale: 112"=l' I1? Plate Offsets (X,Y)— f2:0-2-12,0-1-81(4:0-6-0,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.11 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.09 5-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS Weight: 47 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) 4=0-8-0, 2=0-8-0 Max Horz 2=152(LC 11) Max Uplift 4=-257(LC 12), 2=-385(LC 12) Max Grav 4=465(LC 1), 2=544(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when, shown. TOP CHORD 2-3=-668/924, 3-4=-652/965 BOT CHORD 2-5=-628/542, 4-5=-628/542 WEBS 3-5=-80/284 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=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 6-4-0, Comer(3) 6-4-0 to 10-4-0, Exterior(2) 10-4-0 to 12-8-0 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=257, 2=385. 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 Finn, Walter, 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. Walter P. Ftnn PE "No.22839; MiTA'USA Inc FL &rl:8834 '6804 Parke East Blvd:Tampa 003i810; DateE. April 27,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7478 rev, f0/03120f5 BEFORE USE.' Design valid for use onlywith MTeW 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 ANS/1TPl1 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 Type Qty Ply LOT 3411 WATERSTONE TTruss T20074420 2322934 Jack -Open 7 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 2714:33:42 2020 Page 1 ID:m Mql pKnMQsfOZioRmROHYCzMVvVQ-yb5sysiEsR2vKtd7UNGDa Wk9Uf7x3XXgVXJkNYzMUdd -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 0-11-4 Plate Offsets (X,Y)— _ [2:0-1-4,0-0-21 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 0.22 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 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=91(LC 12) Max Uplift 3=-3(LC 1), 2=-227(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(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=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; 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 Qt=lb) 2=227. This item has been electronically signed and sealed by Finn, Walter, 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. Waltei P: Finn RE' No Z2839; MTekWSA Inc FL:Cett�634 _ t6804 Parke East Blvd: Tampa FL'33810 bate:. April 27,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII.7473 rev. 10/03,2015 BEFORE USE. • Design valid for use only with 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 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 ANSI/TPN 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, Parke 3ast Job . Truss Truss Type Qty Ply LOT 34/1 WATERSTONE T20074421 2322934 C1 P JACK -OPEN 4 1 Job Reference o tional ers rabiouurce Irian[ City, FL), Plant City, FL - 33obr, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:33:43 2020 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-QofE9CIsdIAmy1 CJ25nS6kGHk3Kho_npkB2Hv_zMUdc -14-0 0-11 1-4-0 0 .4 -11-4 Scale = 1:7.6 v 0 N 9 O � 0-11-4 0-11-4 Plate Offsets (X Y)-- f2:0-4-4 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.07 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 cc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(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=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a jive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=246. This item has been electronically signed and sealed by Finn, Walter, 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. Waltor P: EinnPE N6:228$9; 41Tek;USA )nc FL Cert 6634 �8904 Parke Sast Blvdi Tampa FL:3361D Dalei'. April 27,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEW14473 rev. 10I03/P015 BEFORE USE. ' Design valid for use only with MiTeW connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy 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 A Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17PN 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 34/1 WATERSTONE T20074422 2322934 CIS JACK -OPEN 1 1 Job Reference (optional) irstbource (Plant L:Ity, FL), Plant City, FL - 33557. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 2714:33:43 2020 Page 1 I D:m Mql pKnMQsfOZioRm ROHYCzM W VQ-QofE9CIsdIAmy1 CJ25nS6kGNb3Lbo_npkB2Hv_zMUdc 0.11.4 0-114 Scale = 1:6.9 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MP Weight: 3 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) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=29(LC 12) Max Uplift 1=-11(LC 12), 2=-20(LC 12), 3=-8(LC 12) Max Grav 1=35(LC 17), 2=22(LC 17), 3=17(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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C'Extedor(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) 1, 2, 3. This item has been electronically signed and sealed by Finn, Walter, 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. 'Waite P: FinrtPE'[Voa2839; MTAUSA'`ric.OL-b $634 B904 Parke fast BIva:-Tampa FL 3361T DOTE. April 27,2020 ® WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 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 A iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCS/ Building Component ast Ssfety/nlorm6904 Parke EBlvd. ation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Parke 3ast Job a Truss Truss Type Qty Ply LOT 3411 WATERSTONE T20074423 2322934 C1 V Jack -Open Truss 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 2714:33:44 2020 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-u_DdMXJU021daBn WcoJhfxpSUTgwXR1 zzrcrRQzMUdb 1.4-0 0-11-4 V 16 0 Scale =1:7.6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrP12014 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 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-4(LC 9), 2=-211(LC 12), 4=-14(LC 1) Max Grav 3=18(LC 12), 2=158(LC 1), 4=41(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=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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) 3, 4 except Qt=1b) 2=211. This item has been electronically signed and sealed by Finn, Walter, 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. :Vvalteo P.: Finn: PE,No12899; JATekUSA; Inc: FL'Cert $634 , �4904P.arke'EastBlviirTantpzFL' 616; Raie:, April 27,2020 ®WARNING -Verify deslgn 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 verily 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 ANS11TPIf Qualify 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 3ast Job , Truss Truss Type Qty Ply=RSTONET200744242322934 C3 Jack -Open 7 tional (riani City, FL), Flan[ City,. FL - slob t, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 2714:33:45 2020 Page 1 ID:mMq 1 pKnMQsfOZioRm ROHYCzM W VQ-MAn?atK79MRUCLMiAWgwC9MgksOm GuH6BVXOztzMUda -1-4-0 2-11-4 1-4-0 2-11-4 Srale = 1:12.7 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) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 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/TPI2014 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=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Grav 3=70(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=25ft; B=45ft; L=40ft; eave=5ft; Cat. Il; 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 except Qt=lb) 2=183. This item has been electronically signed and sealed by Finn, Walter, 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. Waltek P. Flen RCN'b.i2836; MTA USA Inc FL Celt 5694 :Datei:l660,4'P.arke East Blvd:7ampa FL"33610. ' April 27,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 411.7473 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 propedy incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTeka 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 ANSI1rP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnfennation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job • s Truss Type Qly Ply LOT 3411 WATERSTONET20074425 T 2322934 JACK -OPEN 4 1 Job Reference (optional) Builders rirsiSource (Plant city, FL), !ant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:33:47 2020 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-IZul?ZMNhzhCReV5HxsOHaRzkgf6konPfpOV2lzMUdY i -1.4-0 2-11.4 1-4-0 ' 2-11-4 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.23 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 file n/a BCDL 10.0 Code FBC2017frPI2014 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 pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(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=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except.Qt=lb) 2=245. This item has been electronically signed and sealed by Finn, Walter, 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. WaltorP.Fnn'Wko,kll , ,MiTek'USA; Inc: FL';Ceit Q634 . ,.., 6904Earks East BLvd:7ampe FI 33810' Date:: April 27,2020 ® WARNING - Verfry 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 iVliTek° 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 ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safelylnformadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job r Truss Truss Type city Ply LOT 34/1 WATERSTONE T20074426 2322934 C3S JACK-0PEN 1 1 Job Reference o tional tridnr City, FL), Rant City, t-L-550nf, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 2714:33:49 2020 Page 1 ID:mMgl pKnMQsfOZioRmROHYCzMWVQ-FyOWQFNdDbxwgyrrPLusM7WNrUMeChGi67Vc6ezMUdW 2-11-4 2-11-4 Scale: 1 "=1' 2x4 = date Uttsets (X,Y)-- ll:Edge 0-0-4t LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 9 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) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=89(LC 12) Max Uplift 1=-36(LC 12), 2=-77(LC 12), 3=-6(LC 12) Max Grav 1=108(LC 17), 2=78(LC 17), 3=51(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=25ft; B=45ft; L=40ft; eave=5ft; 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) 1, 2, 3. This item has been electronically signed and sealed by Finn, Walter, 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. Nlalfor P: Einrt RE'No.72839; ;MiTek USA;'Inc'.fl•:Cert6634 _ , i8904.ParkeiEastBlvd i Tampa -FL 3361.E Date:: April 27,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. • Design valid for use onlywith 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 applicabilityof design parameters and property incorporate this design into the overall pp /p�� l building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing T ek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYI 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. 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 34/1 WATERSTONE T20074427 2322934 C3V Jack -Open Truss 4 1 Job Reference (optional) Builders First50urce (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:33:54 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-bvpPTyRm27ZCnjYRBvU 132D9yV4htyWRGPDNorzMUdR -1-4-0 2-11-4 1-4-0 i 2-11-4 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 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/TPI2014 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 pudins. 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 Harz 2=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max Grav 3=72(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=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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 ANSIITPI 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) 3 except Qt=lb) 2=174. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finh: RE Nb.22839; MA7ek U$A Inc: FL'Cert $634 .66,04 Parke East Blvd:Tampe FL•:83ti10! batei; April 27,2020 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 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/TPl1 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 Qty Ply LOT 34/1 WATERSTONE Tcr, T20D74428 2322934 Jack -Open 7 1 Job Reference (optional) irstaource (Plant City, rL), Plant GIIy, FL - 33567, 1-4-0 3x4 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Moo Apr 2714:33:56 2020 Page 1 ID:m Mql pKn MQsfOZioRm ROHYCzM W VQ-Xlx9ueSOZkpw01 hpJJ W V8TJ UOIhTLs7kjjiTskzMUdP Scale=1:17.6 Plate Offsets (X Y)-- [2:0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.06 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 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/TPI2014 Matrix -AS Weight: 18lb 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=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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=128, 2=196. 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 Finn, Walter, 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. 'Wait oFP. Finn: PE,146.22839_; ,.MTek USA; 1" 1 FL`Cert963d l8904 Park e:East Blvd:SampaF.L•'338l6' �batei; April 27,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. f0/03/20f5 BEFORE USE. ��• Design valid for use only with MITeW connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent truckling 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/TP/f 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 3411 WATERSTONE T20074429 2322934 C5P Jack -Open 4 1 Job Reference (optional) ce (Plant tarty, FL), Plant City, FL - 33567, 1-4-0 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:33:58 2020 Page 1 ID:oHYi RCdpc1 quXgUg6?iPJ RzdjtT-Ug3vIKUG5L3eFLrCQkZzDuOic6lppmV1 B1 BaxczMUdN 4-11-4 4-11-4 Scale=1:17.6 4-11-4 Plate Offsets (X,Y)-- [2:0-6-0,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.16 4-7 >361 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.74 Vert(CT) 0.15 4-7 >402 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -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=0-4-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-145(LC 12), 2=-300(LC 12), 4=-81(LC 12) Max Grav 3=120(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=25ft; B=45ft; L=40ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 4-10-8 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=145, 2=300. 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 Finn, Walter, 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. Walto R: F1nn kE o122839; MiTek USA st. ly Cert g6J4 ,:8904 Parke EastBlyd: Tampa FL 386 6. Da`te:, April 27,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 MITe'C• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job s s Truss Type Qty Ply LOT 3411 WATERSTONET20074430 T 2322934 JACK -OPEN 1 1 Job Reference (optional) ce man[ Gny, FL), Piani City, FL - 33561, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:34:00 2020 Page 1 ID:mMq 1 pKnMQsfOZioRm ROHYCzMW VQ-Q3BgjOWXdzKMVe?bY9bRIJTAbv1 SHg?JeKgh?VzMUdL 4-11-4 4-11.4 3x4 = 44-11.4 I b N M N N Scale=1:16.9 Plate Offsets (X,Y)-- (1:0-1-0 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.07 3-6 >869 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.05 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 16 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) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=151(LC 12) Max Uplift 1=-63(LC 12), 2=-138(LC 12), 3=-3(LC 12) Max Grav 1=184(LC 17), 2=137(LC 17), 3=87(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=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 4-0-0, Interior(1) 4-0-0 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except Qt=lb) 2=138. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn: P.&o:22839; MTek US¢;lnc: FL-6rE0634. 6664 P.arke'East Slvd:SampaFL•_338t0' Date:. April 27,2020 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTei� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 0 Truss Truss Type City Ply LOT 3411 WATERSTONE T20074431 2322934 C5V Jack -Open Truss 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 2714:34:01 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-uFk2xMW90GSD6oan6t6grXOJ_JNnO7ETt_PEYxzMUdK -1-4-0 4-11-4 1-4-0 4-11-4 Scale = 1:17.6 3X4 Plate Offsets (X,Y)— (2:0-0-15 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.07 4-7 >888 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 file 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=214(LC 12) Max Uplift 3=-133(LC 12), 2=-189(LC 12) Max Grav 3=134(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=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 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) Bearing atjoint(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=133, 2=189. 7) This truss design requires that a minimum of 7116" 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 Finn, Walter, 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. ,Walfer P. Finn. PENo.22839, UTek LISA-Inc. FL646634 . %89D4P.arka EastBlvd:Tampa FG4381D: WWI April 27,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIIJ473 rev. 1 o/03120f5 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 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 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 City Ply LOT 3411 WATERSTONE T20074432 2322934 D01 Hip Girder 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 27 14:34:03 2020 Page 1 ID:m Mq 1 pKn MQsfOZioRm ROHYCzM W VQ-gesoM1 YPwuixM6k9Dl88wy5d47z8 Ug9mKluLcgzMUdl �-1-4-0 7-0-0 13-6-0 20-0-0 27-0-0 28-4-0 1-4-0 7-0-0 6-6-0 6-6-0 7-0-0 NAILED Special NAILED 5x8 = Special NAILED NAILED 3x6 II NAILED NAILED 5x8 = 3 17 18 194 20 21 22 5 6.UU 112on STP = 1.5x M. Scale=1:48.6 8 STP = 6 0 7 10 23 24 25 9 26 27 28 8 4x6 = 2x4 II NAILED NAILED 5x8 = NAILED NAILED 2x4 II 4x6 — Special NAILED NAILED 20-0-0 Special LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.35 9 >937 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.42 8-9 >779 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 123 lb FT = 20 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=172(LC 24) Max Uplift 2=-1396(LC 8), 6=-1396(LC 8) Max Grav 2=2135(LC 1), 6=2135(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4117/2539, 3-4=-4769/3083, 4-5=-476913083, 5-6=-4117/2539 BOT CHORD 2-10=-2077/3673, 9-10=-2080/3698, 8-9=-2080/3635, 6-8=-2077/3611 WEBS 3-10=-70/696, 3-9=-879/1374, 4-9=-899/996, 5-9=-879/1374, 5-8=-70/696 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing. 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1396, 6=1396. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 332 lb down and 408 lb up at 7-0-0, and 332 lb down and 408 lb up at 20-0-0 on top chord, and 373 lb down and 174 lb up at 7-0-0, and 373 lb down and 174 lb up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Concentrated Loads (lb) Vert: 3=-166(F) 5=-166(F) 10=-371(F) 8=-371(F) 17=-1 17(F) 18=-1 17(F) 19=-117(F) 20=-117(F) 21=-117(F) 22=-117(F) 23=-59(F) 24=-59(F) 25=-59(F) 26=-59(F) 27=-59(F) 28=-59(F) This item has been electronically signed and sealed by Finn, Walter, 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. Walfer'P: Firm, PENo.22839, J11Tek U59 'Inc. <=L`Cert6634 ':8904 P.arke.East Bivd: TampiiFL•'33810 �bit.i% April 27,2020 ®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 property incorporate this design into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I VI 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job . Truss Truss Type City Ply LOT 34/1 WATERSTONE T20074433 2322934 D02 Hip 1 1 Job Reference (optional) Builders Firstbource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:34:05 2020 Page 1 ID:m Mq1 pKn MQsfOZioRm ROHYCzMW VQ-n l_ZnjZfSVyfbPuYLiBc?NBOewfryuv3ocNShizMUdG �-4-0 6-3-6 9-0-0 13.6-0 18-M 20-8-10 27-M 6-3-6 ' 2-8-10 4.6-0 4-6-0 2-8-10 6-3-6 4x6 = 3x4 = 4x6 = Scale: 1/4"=l' P = v 0 3x6 = 3x8 = 3x4 3x8 = 3x6 = Plate Offsets (X,Y)— [2:0-6-0,0-0-61 [8:0-6-0 0-0-61 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 0.55 Vert(LL) 0.17 9-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.31 9-14 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.21 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 128 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) 8=0-8-0, 2=0-8-0 Max Horz 2=207(LC 11) Max Uplift 8=-559(LC 12), 2=-680(LC 12) Max Grav 8=997(LC 1), 2=1073(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-175511372, 3-4=-1550/1254, 4-5=-1353/1167, 5-6=-1358/1155, 6-7=-1556/1242, 7-8=-1764/1363 BOT CHORD 2-11 =-I 130/1533, 9-11=-989/1488, 8-9=-1103/1544 WEBS 3-11=-338/444, 4-11=-381/536, 5-11=-278/290, 5-9=-274/272, 6-9=-383/542, 7-9=-349/453 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 18-0-0, Exterior(2) 18-0-0 to 23-7-14, Interior(1) 23-7-14 to 27-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical. connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=559, 2=680. 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 Finn, Walter, 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. Nlaltot P: F1orrRE'No:22888; M. Mk'USA'Inc. FL;Cert 863b H804 Parke EastBlvd.,Tampa FL•'33810' Dater April 27,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI14473 rev. 10/03,2015 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verily 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 ANSI7TPIf 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 34/1 WATERSTONE T20074434 2322934 003 Hip Girder 1 2 Jnh Reference (optional) ource, Plant City, FL. 33563 8.240 s Jan 6 2020 MiTek Industries, Inc. Mon Apr 27 15:36:59 2020 Page 1 ID:m Mq 1 pKnMQsfOZioRm ROHYCzMW VQ-TeMBrLZeSDRYKCg5EL5mpJOh2349jOJgohXfndzMUaY 5-1-5 9-9-0 13-6-0 17-3-0 21-10-11 27-0-0 4-7-12 3-9-0 3-9-0 4-7-12 5-1-5 6x8 = HTU21 3x8 = 6x8 = 19 4 20 5 Scale: 1/4"=l' w ,c w a 6 6x12 MT20HS = 3x8 II 410 MT20HS = 2x4 II 7x10 = HTU26 3x8 II HTU26 6x12 MT20HS = 1.5x8 STP = HTU26 HTU26 7x10 = HTU26 HGUS26-2 HTU26 13-6-0 HTU26 27-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.31 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.36 8-9 >881 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 373 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-2-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=5974/0-8-0, 7=9170/0-8-0 Max Horz 1=-195(LC 23) Max Uplift 1=-3865(LC 8), 7=-5457(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12650/8255, 2-3=-10882/7009, 3-19=-9847/6432, 4-19=-9847/6432, 4-20=-10940/6811, 5-20=-10940/6811, 5-6=-12096/7438, 6-7=-16210/9729 BOT CHORD 1-21=-7259/11224, 21-22=-7259/11224, 13-22=-7259/11224, 13-23=-7259/11224, 23-24=-7259/11224, 12-24=-7259/11224, 12-25=-6573/10794, 11-25=-6573/10794, 11-26=-6573/10794, 10-26=-6573/10794, 10-27=-6573/10794, 9-27=-6573/10794, 9-28=-8640/14504, 28-29=-8640/14504, 8-29=-8640/14504, 8-30=-8640/14504, 7-30=-8640/14504 WEBS 2-13=-1024/1471, 2-12=-1701/1352, 3-12=-2811/4460, 4-12=-1820/765, 4-10=-599/1082, 4-9=-170/621, 5-9=-3029/5041, 6-9=-4170/2482, 6-8=-1853/3408 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; 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) 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) Bearing at joint(s) 1, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3865 lb uplift at joint 1 and 5457 lb uplift at joint 7. 11) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 9-4-3 oc max. starting at 0-4-0 from the left end to 13-9-4 to connect truss(es) Cis (1 ply 2x4 SP), C3S (1 ply 2x4 SP), C5S (1 ply 2x4 SP), G08S This item has been electronically signed and sealed by Finn, Walter, 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. &16 0:.Finn.RE'14622839: ;MTekU5A; hic-'FL•_Ceif'663d .6904 Parke Eest 1314 Tetripa FL i60' Date:'. e11 07 or»n (1 ply 2x4 SP) to back face of bottom chord. —F ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek(D connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f 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 34/1 WATERSTONE T20074434 2322934 D03 Hip Girder 1 2 Job Reference (optional) nuuaers rirsrcource, rianr ury, rL. aaoea 8.240 s Jan 6 2020 MiTek Industries, Inc. Mon Apr27 15:36:59 2020 Page 2 ID:mMq 1 pKn MQsfOZioRm ROHYCzMW VQ-TeMBrLZeSDRYKCg5EL5mpJOh2349jOJgohXfndzMUaY NOTES- 12) Use Simpson Strong -Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 15-11-B from the left end to connect truss(es) A01S (2 ply 2x4 SP) to back face of bottom chord. 13) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-10dx1 112 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 cc max. starting at 17-10-12 from the left end to 25-10-12 to connect truss(es) A02S (1 ply 2x4 SP), A03S (1 ply 2x4 SP), A04S (1 ply 2x4 SP); A05S (1 ply 2x4 SP), A06S (1 ply 2x4 SP) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1484 lb down and 1214 lb up at 6-4-12, 782 lb down and 549 lb up at 8-4-12, and 782 lb down and 549 lb up at 10-4-12, and 782 lb down and 549 lb up at 12-4-12 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, 3-5=-54, 5-7=-54, 1-16=-20 Concentrated Loads (lb) Vert: 1 =-20(B) 1 0=-620(B) 8=-1413(B) 18=-1415(B) 21 =-86(B) 22=-160(B) 23=-1484 24=-782 25=-782 26=-782 27=-1 413(B) 28=-1 413(B) 29=-1413(B) 30=-1413(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. ° Design valid for use only with MTek°O 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 - - fabricaron, 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 /nformaUon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job s Truss Truss Type Qty Ply LOT 3411 WATERSTONE �Rool`Special T20074435 2322934 E4 2 1 Job Reference (optional) cc (Piani Cky, FL), Plant City, FL - 3356f, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:34:07 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-jP6JBPbw_6CMgj 1 xS7D45oGOhkTMQgjLFwsZIbzMUd E -1-4-0 3-8-8 1-4-0 3-8-8 Scale = 1:14.6 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 0.38 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.26 Vert(CT) -0.02 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/TPI2014 Matrix -MP Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 cc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-8-0 Max Horz 4=176(LC 12) Max Uplift 3=-88(LC 12), 2=-186(LC 12) Max Grav 3=94(LC 17), 4=64(LC 3), 2=220(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-4=-99/448 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 3-7-12 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 except at=lb) 2=186. This item has been electronically signed and sealed by Finn, Walter, 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. t Waltet P.1FIhn RE'No,22839, MiTek USA 1ocFUCert 0694 „ 4804 Parke l astBlvd: TampaFL'33610' Date:: April 27,2020 WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7477rev. 1 a/03/20f5 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 �y� 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 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 34/1 WATERSTONE FF4A T20074436 2322934 Roof Special 2 1 Job Reference o tional Builders Firstaource (rlant urty, I-L), F'lant Gty, FL - 33557, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon. Apr 27 14:34:07 2020 Page 1 ID:20VQZHln97x9G5M9NmJaIQz3Stx jP6JBPbw_6CMgjlxS7D45oGOBkQEQdLFwsZlbzMUdE 3-8-8 3.8-8 Scale = 1:13.9 3x4 = Plate Offsets (XY)— (1:0-1-4,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) 0.03 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 or, purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 1=0-8-0, 3=Mechanical Max Harz 3=113(LC 12) Max Uplift 2=-100(LC 12), 1=-47(LC 12), 3=-6(LC 12) Max Grav 2=100(LC 17), 1=137(LC 17), 3=66(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 1-3=-78/320 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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) 2, 1, 3. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P; firm .PE'No 22639; MiTek USA Inc FG;Ceit 663,4 . . 8804!?aika l ast Blvd. Tampa EL 33610. Date:: April 27,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mi fek® 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 1 VIITpr 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job . Truss Truss Type Qty Ply LOT 34/1 WATERSTONE T20074437 2322934 E7 JACK -OPEN 12 1 Job Reference o tional IrstSource ((ant city, FL), Plan[ city, FL - 33567, -1-4-0 0-J 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:34:08 2020 Page 1 I D:m Mql pKn MQsfOZioRmROHYCzMW VQ-BcfhPICYIQKDStc7OrkJd?pT88ig9HzV Uac6H 1 zMUdD 7-0-0 7-0-0 Scale = 1:23.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.20 4-7 >426 240 MT20 244/190 TCDL 7.0 Lumber DOL . 1.25 BC 0.76 Vert(CT) -0.19 4-7 >432 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 24 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 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=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(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=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 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=195, 2=217. 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 Finn, Walter, 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. Walter R.FInrt PE'No.k839; ;F$iTtjktlSd;ilri�FL;CerE6§34 , 6904 P.arke:Cast Blyd: Tainpa FLB3810' 'bate: April 27,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE mll4473 rev. iolwlwf5 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 pp pp Tr building design. Bracing indicated is to prevent buckling of individual truss web and/or members only. Additional temporary and permanent bracing ka is always required for stability and to prevent collapse with possible personal injury and property damage. For. general guidance regarding the IVI� OP. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPN 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 34l1 WATERSTONE T20074438 2322934 E7P Jack -Open 4 1 Job Reference (optional) Buiiders FirsiSoufce (Plant City, t-L), 2 rant City, FL - 33b67, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 2714:34:09 2020 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-foD3c5dAVkS441 BJaYFYADLemY1 hukDejELfgUzMUdC 1-4-0 Scale = 1:22.6 Plate Offsets (X,Y)— [2:0-3-12,0-1-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.21 4-6 >388 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.78 Vert(CT) 0.19 4-6 >439 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=280(LC 12) Max Uplift 3=-189(LC 12), 2=-367(LC 12), 4=-144(LC 12) Max Grav 3=163(LC 17), 2=336(LC 1). 4=138(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=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 6-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=189,2=367,4=144. 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 Finn, Walter, 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. Walter P. Finn l?E'No.i2839i MiTek USA,In¢ FL Celt 66U ,6604 Parke EasfBlvd:Tampa K 33610 Date[. April 27,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev, 10/03/2015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and t6 prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r s Type Qty Ply LOT 3411 WATERSTONE T,-:'7uV [J.csk_op..us T20074439 2322934 Truss 14 1 Job Reference (optional) irstaource (riani City, FL), mant any, t-L - 33bti1, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 2714:34:09 2020 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-foD3c5dAVkS441 BJaYFYADLf2Y3AujtejELfgUzMUdC -1-4-0 4-3-9 7-0-0 1 4-0 4-3-9 2-8-7 Scale=1:23.1 3x6 Plate Offsets (X,Y)-- . [2:0-0-10 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 0.71 Vert(LL) 0.34 6-9 >244 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) 0.28 6-9 >301 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-130(LC 12), 2=-210(LC 12), 5=-63(LC 12) Max Grav 4=155(LC 17), 2=336(LC 1), 5=128(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/94 WEBS 3-6=-89/292 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 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) 4=130, 2=210. This item has been 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum electronically signed and sheetrock be applied directly to the bottom chord. Sealed by Finn, Walter, 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. Walter R:,FinnPE;,No:22839; N,TekU5A Inc FL"Cert8fi34 �6804P.arke.E'ast BIyd:7ampa PL 331310' DateF: " April 27,2020 ® WARNING -'Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10103,2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall piTek` 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 INI fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 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 s Truss Type Ply LOT 3411 WATERSTONE ]GO T20074440 2322934 S JQtY Hip Girder 1 1 Jab Reference (optional) n �Ry, I'll rmnt t.uy, rL - a356r, 6.241.1 s Mar 9 2U2U Mi fek Industries, Inc. Mon Apr 27 14:34:10 2020 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-7 nSgQdoGlaxhBmW7GmniQurSxMpd6Loxu5DMwzMUdB 1 4-0 3-9-4 7-0-0 9.10-0 11 -0 15-10-12 19-8-0 1-4-0 3-9-4 3-2-12 2-10-0 2-10-0 3-2-12 3-9.4 4x6 = 3x4 = 4x6 = 17 5 18 19 6 Scale = 1:35.2 3x4 = 3x8 = 5x8 = 3x4 = 12-8-0 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 NO Code FBC2017/TPI2014 CSI. TC 0.61 BC 0.85 WB 0.33 Matrix -MS DEFL. in Vert(LL) 0.23 Vert(CT) -0.24 Horz(CT) -0.08 (loc) I/defl Ud 9-10 >999 240 9-10 >999 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 96 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Harz 2=166(LC 7) Max Uplift 8=-1097(LC 8), 2=-1194(LC 8) Max Grav 8=1433(LC 1), 2=1504(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2817/2188, 3-4=-2639/2097, 4-5=-2359/1941, 5-6=-2347/1985, 6-7=-2666/2174, 7-8=-2837/2274 BOT CHORD 2-1 0=-1 869/2481, 9-1 0=-1 906/2486, 8-9=-1953/2510 WEBS 3-10=-289/198, 4-10=-545/849, 5-10=-255/304, 5-9=-271/283, 6-9=-503/863, 7-9=-298/222 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; BCD L=6.opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. This Item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot=lb) electronically signed and 8=1097, 2=1194. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 344 lb up at 7-0-0, 112 lb down sealed by Finn, Walter, PE using a Digital Signature. and 195 lb up at 9-0-12, and 112 lb down and 195 lb up at 10-7-4, and 190 lb down and 344 lb up at 12-8-0 on top chord, and 386 lb down and 279 lb up at 7-0-0, 84 lb down and 28 lb up at 9-0-12, and 84 lb down and 28 lb up at 10-7-4, and Printed copies of this 386 lb down and 279 lb up at 12-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of document are not considered others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and sealed and the signature must be Verified LOAD CASE(S) Standard on any electronic copies. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 WaltdfR 6nri PE'No.32W, Uniform Loads (plf) ATek LISA ilnd FL Cert 6634 Vert: 1-4=-54, 4-6=-54, 6-8=-54, 11-14=-20 '6904P.arkeEastow,-7ampa'FL3361'6' Date:. Anril 272020 �ontinuecl on Dace 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 101o312015 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 deslgner 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 ANSYTPl1 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 Qty Ply LOT 3411 WATERSTONE TG'O T20074440 2322934 Hip Girder 1 1 Job Reference (optional) ounuers r-nrsiaource Imam Lay, t-Lj, rlant cny, t-L - J3obr, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:34:10 2020 Page 2 ID:20VQZHln97x9G5M9NtnJalQz3Stx-7_nSgQdoG1 axhBm W7GmniQurSxMpd6Loxu5DMwzMUdB LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-143(B) 6=-143(B) 9=-386(B) 10=-386(B) 17=-112(B) 18=-112(13) 20=-63(B) 21=-63(B) ® WARNING - Verl(y deslgn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI1.7473 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 istobuckling 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-69 and SCSI Building Component 6904 Parke East Blvd. Sat'ety Intbrmation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job . s Truss Type Qty Ply LOT 34/1 WATERSTONET20074441 ::]; 2322934 S Hip 1 1 Job Reference o tional Builders rirstsource (Plant city, FL), Plant City, FL - 33557, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:34:12 2020 Page 1 I D:20VQZH In97x9G5 M9 Nm J a IQz3Stx-3 Nv CF6f2ofgfxUwu Fh p Forz9 kl4z5304PCa KQozMU d 9 1 4-0 6-3-3 9-0-0 10-8-0 13-4-13 19-8-0 1-4-0 6-3-3 2-8-12 1-8-0 2-8-13 6-3-3 i Scale = 1:35.6 46 = 46 = 3x6 = 46 = 3x4 = 3x6 3x4 = = 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 0.75 BC 0.68 WB 0.19 Matrix -AS DEFL. in Vert(LL) 0.18 Vert(CT) -0.30 Horz(CT) 0.03 (loc) I/defl Ud 8-13 >999 240 8-13 >780 180 7 n/a nla PLATES GRIP MT20 244/190 Weight: 89 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) 7=Mechanical, 2=0-8-0 Max Horz 2=207(LC 11) Max Uplift 7=-405(LC 12), 2=-529(LC 12) Max Grav 7=725(LC 1), 2=802(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-116311135, 3-4=-951/1006, 4-5=-805/937, 5-6=-953/1033, 6-7=-1169/1209 BOT CHORD 2-10=-853/1018, 8A0=-501/805, 7-8=-869/1014 WEBS 3-10=-377/525, 4-10=-339/357, 5-8=-449/371, 6-8=-389/638 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=25ft; B=45ft; L=40ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 19-8-0 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) 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) oftruss to bearing plate capable ofwith'standing 100 lb uplift atjoint(s) except Qt=lb) This item has been 7=405, 2=529. electronically signed and 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sealed by Finn, Walter, 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. Walter P; Finn ?E No32839; M-r-k U Inc FL &* 6634 - . 6804 Parke East Blvd: Tampa EL 33610' bate:: April 27,2020 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14I1-7477 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability 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/(TPll 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 A Truss Truss Type Qty Ply' LOT 3411 WATERSTONE T20074442 2322934 G06S Common 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 27 14:34:13 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQZ3Stx-YZTaSSghZyyWZeV4pOKUK3 WLx9NOgUyEdsJtzFzMUd8 5-5-5 9-10-0 14-2-11 19-8-0 1-4-0 5-5-5 ' 4-4-11 4.4-11 5-5-5 Scale=1:35.6 4x6 = Io 3x6 = 5x8 = 3x6 = i 9-10-0 19-8-0 . 9-10-0 9-10-0 Plate Offsets (X,Y)— _ [2:0-2-12,0-1-81,[6:0-6-0,0-0-21,[7:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.16 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.31 7-10 >752 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 86 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) 6=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 6=-405(LC 12), 2=-529(LC 12) Max Grav 6=725(LC 1), 2=802(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1203/1452, 3-4=-919/1124, 4-5=-920/1174, 5-6=-1210/1511 BOT CHORD 2-7=-1174/1080, 6-7=-116411061 WEBS 4-7=-579/574, 5-7=-406/680, 3-7=-395/664 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=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 9-10-0, Corner(3) 9-10-0 to 13-10-0, Exterior(2) 13-10-0 to 19-8-0 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) This item has been 6=405, 2=529. electronically signed and 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 sealed by Finn, Walter, 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. Walter P. Ftnn PEtVo22839; h1Tek IJSA;-1nc. FL Cerf6694 „ '.6804P.arke`East Blvii:7ampa FL•:33810' Date[, April 27,2020 ® WARNING -Verily design parameters and READ NOTES ON. THIS AND INCLUDED MITEK REFERENCE PAGEV11.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI 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 • s Truss Type Ply LOT 34/1 WATERSTONE TG T20074443 2322934 S ]Qty Common 1 1 Job Reference o tional tsuuaers Firstsource (mant tarty, FL), Plant city, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:34:14 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQZ3Stx-011 yfogJ KG4NAo4H M5dtG2WgZjdZxBNs W3QVhzMUd7 1 4-0 5-5-5 9-10-0 14-2-11 19-8-0 1.4-0 5-5-5 4-4-11 4-4-11 5-5-5 Scale=1:35.6 46 = I� 0 3x6 = 5x8 = 3x6 = 9-10-0 19-8-0 . 9-10-0 9-10-0 Plate Offsets (X,Y)— f2:0-2-12 0-1-81 f6:0-6-0 0-0-21 [7:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.16 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.31 7-10 >752 180 BCLL 0.0 Rep Stress [nor YES WB 0.27 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 86 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) 6=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 6=405(LC 12), 2=-529(LC 12) Max Grav 6=725(LC 1), 2=802(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1203/1452, 3-4=-919/1124, 4-5=-920/1174, 5-6=-1210/1511 BOT CHORD 2-7=-1174/1080, 6-7=-1164/1061 WEBS 4-7=-579/574, 5-7=-406/680, 3-7=-395/664 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=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 9-10-0, Comer(3) 9-10-0 to 13-10-0, Exterior(2) 13-10-0 to 19-8-0 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=405, 2=529. 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 Finn, Walter, 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. Walter P: 66 PE'No,2283C MiTek USA Inc FL ;Ceit 6634 6904.P.arke fast Blvd. Tampa-FL`3361V Detei: April 27,2020 ® WARNING - Verity 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 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 iTei(� 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 Job L Truss Truss Type Qty Ply LOT 34/1 WATERSTONE T20074444 2322934 G08S Roof Special Girder 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 2714:34:15 2020 Page 1 ID:20VQZH 1n97x9G5M9NmJalQZ3Stx-UybLt8hx5aCEoyeTwpMyPUbity401M9X5Ao_17zMUd6 5-3-7 9-10-0 15-11-8 20-6-2 25-1-8 29-8-8 32 4-0 35-2-12 38-8-0 40-0-0 5-3-7 4-6-9 6-1-8 4.6-10 4-7-6 4-7-0 2-7-8 2-10-12 3-5.4 1-4-0 5x6 = 6.00 12 3 s c 3x6 3x8 — 3x6 = 3x4 - 1.5x8 STP = 3x4 = 1.5x8 STP = 2X4 11 3x4` _ = 5x6 = 3x6 = 3x4 = 9-10-0 26-3-10 26-4-0 29-M Scale=1:69.7 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.18 20-23 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL . 1.25 BC 0.83 Vert(CT) -0.39 20-23 >600 180 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017IrP12014 Matrix -MS Weight: 187 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-11 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=length) 1=Mechanical. (lb) - Max Horz 1=-224(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-359(LC 8), 17=-867(LC 8), 14=-545(LC 8), 10=-353(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 1=640(LC 1), 17=1270(LC 1), 14=804(LC 18), 10=509(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1017/638, 2-3=-724/452, 3-4=-716/448, 4-5=-467/304, 5-6=-390/740, 6-7=-19/360, 7-8=-120/337, 8-9=-508/304, 9-10=-538/270 BOT CHORD 1-20=-415/975, 18-20=-215/596, 17-18=-96/433, 16-17=-494/270, 14-16=-275/92, 13-14=-80/366, 12-13=-85/367, 10-12=-58/402 WEBS 2-20=-411/374, 3-20=-171/419,5-18=-135/350, 5-17=-1348/764, 6-17=-566/570, 6-16=-93/252, 7-14=-352/394, 8-14=-768/434, 4-18=-350/239 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=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 1, 867 lb uplift at joint 17, 545 lb uplift atjoint 14 and 353 lb uplift at joint 10. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 111 lb up at 19-8-12, 66 lb down and 103 lb up at 21-8-12, and 66 lb down and 103 lb up at 23-11-4, and 72 lb down and 111 lb up at 25-11-4 on top chord, and 29 lb down and 31 lb up at 19-8-12, 24 lb down and 21 lb up at 21-8-12, and 24 lb down and 21 lb up at 23-11-4, and 29 lb down and 31 lb up at 25-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section; loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard This item has been electronically signed and sealed by Finn, Walter, 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. 'Walter P. Finn K No.22838, MiTek USA;1ngcFLCert6ii 4 6904 Parke Eaef BIvd:7ampa FL 33616' Date:; April 27,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/032015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is 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 ANS/1rPI1 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 4 Truss Truss Type Qly Ply 34/1 WATERSTONE FLOT T20074444 2322934 G08S Roof Special Girder 1 1 Reference (optional) t, ,a,,, ,,,,y, ,ter, r,a,„ .,ny, rU - 0000r, o.zvu s Mar a ZU2u MI I eK Inoustrles, Inc. Mon Apr 27 14:34:15 2020 Page 2 ID:20VQZH In97x9G5M9NmJalQZ3Stx-UybLt8hx5aCEoyeTwpMyPUbity401M9X5Ao_17zMUd6 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-8=-54, 8-9=-54, 9-11=-54, 21-24=-20 Concentrated Loads (lb) Vert:27=-32(B) 28=-26(B) 29=-26(B) 30=-32(B) 32=-29(B) 33=-22(B) 34=-22(B) 35=-29(B) WARNING - Veri(y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITeIC� 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 ANSUTPl1 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 61 Truss Truss Type Qty Ply LOT 3411 WATERSTONE T20074445 2322934 H7 Diagonal Hip Girder 4 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 2714:34:16 2020 Page 1 ID:mMq 1 pKnMQsfOZioRmROHYCzM W VQ-y88j4UiZstL5Q6 DfU WtByhBvhMVG1 q_g KgYXaazMUd5 -1-10-10 5-2-5 9-10-13 1-10-10 5-2-5 4-8-7 Scale=1:22.6 14 - 'xv NAILED NAILED NAILED J 3x4 = 0- -9 5-1-12 4-8-7 Plate Offsets (X,Y)-- [2:0-2-11 0-0-3) 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 0.49 Vert(LL) -0.05 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 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 43 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, S=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-154(LC 8), 2=-342(LC 8), 5=-164(LC 8) Max Grav 4=126(LC 1), 2=530(LC 1),'S=361(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-879/359 BOT CHORD 2-7=-451/770, 6-7=-451/770 WEBS 3-7=0/287, 3-6=-836/489 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 154 lb uplift at joint 4, 342 lb uplift at joint 2 and 164 lb uplift at joint 5. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). This Item has been electronically signed and LOAD CASE(S) Standard sealed by Finn, Walter, PE 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 9 a I USn Digital Signature. 9 9 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Printed copies of this Concentrated Loads (lb) document are not considered Vert: 12=-1(F) 13=-80(F=-42, B=-37) 14=-7(F) 15=-16(F=-11, B=-5) 16=-62(F=-33, B=-28) signed and sealed and the signature must be verified on any electronic copies. Walterr P. Elnn 15,E'No:22639; Air t1SA,'IncrFtCei£6634 'W4'P.ark6 East Sivd.,Tartipa EL• 33610' Date:: April 27,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeke is always required for stability and to prevent collapse with possible personal Injury and properly, damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP/1 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 + s Truss Type Qty Ply LOT 3411 WATERSTONE THrIP T20074446 2322934 Diagonal Hip Girder 2 1 Job Reference o tional �wuuwc tny, ry, nam �uy, ru - ooDDa, 6 .z4u s Mar 9 zu2u MI I eK Inoustrles, Inc. Mon Apr 27 14:34:17 2020 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-QKi5lgj BdBTy1 Fos2EOQVvg2QmpZm IvgYUH56OzMUd4 i -1-10-10 1-3-1 9-10-13 1-10-10 1-3-1 ' 8-7-12 Scale = 1:22.2 4x6 = 9-10-13 9-10-13 Plate Offsets (X Y)-- f2:0-3-0 0-0-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.29 6-8 >398 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.59 Vert(CT) -0.24 6-8 >498 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 49 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. WEBS 2x4 SIP No.3 REACTIONS. (size) 4=Mechanical, 2=0-5-11, 6=Mechanical Max Horz 2=281(LC 8) Max Uplift 4=-146(LC 8), 2=-622(LC 8), 6=-450(LC 8) Max Grav 4=115(LC 1), 2=515(LC 1), 6=343(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-571/570 BOT CHORD 2-6=-685/537 WEBS 3-6=-578/735 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 4, 622 lb uplift at joint 2 and 450 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 lb down and 62 lb up at 1-5-12, 113 lb down and 62 lb up at 1-5-12, 112 lb down and 96 lb up at 4-3-11, 112 lb down and 96 lb up at 4-3-11, and 145 lb down and 177 lb up at 7-1-10, and 145 lb down and 177 lb up at 7-1-10 on top chord, and 102 lb down and 16 lb up at 1-5-12, 102 lb down and 16 lb up at 1-5-12, 8 lb down and 4 lb up at 4-3-11, 8 lb down and 4 lb up at 4-3-11, and 29 lb down and 47 lb up at 7-1-10, and 29 lb down and 47 lb up at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 10=-75(F=-37, B=-37) 11=-10(F=-5, B=-5) 12=-57(F=-28, B=-28) This item has been electronically signed and sealed by Finn, Walter, 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. Nlaltel K irin k'No.32699: MTek tI5A; lnc. FL'Cert'6634, $004.P,afke Eest BIvd:Tampa FL 3361Q' Date:. April 27,2020 ® 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 MTeW 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 ANSWPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 34/1 WATERSTONE T20074447 2322934 H7V Diagonal Hip Girder 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 27 14:34:17 2020 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-QKi5lgjBdBTy1 Fos2EOQVvg22mokmGlgYUH56OzMUd4 -1-10-10 5-4-1 9-10-13 ' ' 1-10-10 5-4-1 4-6-11 Scale = 1:22.8 IP d 3x4 0-Q 3 5-4-1 0-d'-3 5-3-14 9-10-13 4-6-11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber.DOL 1.25 BC 0.64 Vert(CT) -0.12 6-7 >960 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 41 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-8-0 Max Horz 2=336(LC 8) Max Uplift 4=-276(LC 8), 5=-142(LC 8), 2=-269(LC 8) Max Grav 4=289(LC 13), 5=377(LC 13), 2=412(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1159/502 BOT CHORD 2-7=-727/1151, 6-7=-739/1156 WEBS 3-7=0/252, 3-6=-11371722 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 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 276 lb uplift at joint 4, 142 Ib uplift at joint 5 and 269 lb uplift at joint 2. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). This Item has been electronically signed and LOAD CASE(S) Standard sealed by Finn, Walter, PE 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 using a Digital Signature. Uniform Loads =- Vert: 1-2=-54 Printed copies of this Trapezoidal Loads (plf) document are not considered Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, 13=40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) signed and sealed and the signature must be verified on any electronic copies. Nlalfer k: Finn: RE'No.22$39, ii'AiTek USA; toe: FL` Ceif46634 '8804'Parke East Blvtl: Tampa FL;33fi10 bate:: April 27,2020 ® WARNING - Verify design parameters and READ NOTES ON TH19 AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 101032015 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 p /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iwiTek' 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 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 34/1 WATERS TONE T20074448 2322934 L01 HIP GIRDER 1 TLOT Reference (optic ouiuers rirsioource (runt Lay, rL), viant uty, rL - slob1, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 2714:34:19 2020 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-MjgdVkS9ojfHZyE9fRuaKm K8aP5EBB60om BAuzMUd2 -1-4-0 5-1-3 7-0-0 10-0-0 13-0-0 15.0-6 20-0-0 21-4-0 1 4-0 5-1-3 1-10-13 3-0-0 3-0-0 2-0-6 4-11-10 Scale=1:36.9 4x6 = 3x4 = 4x6 = 46 = 3x8 ='i%4 = 3x8 = 46 = 7-0-0 13-0-0 20-0-0 7-0-0 6-0-0 7-0-0 Plate Offsets (X Y)— [4:0-3-8 0-2-41,[6:0-3-8 0-2-41 [7:0-0-0 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.41 10-12 >585 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.33 10-12 >725 180 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) -0.11 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-10-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 8=0-4-0 Max Horz 2=-172(LC 6) Max Uplift 2=-1934(LC 8), 8=-1934(LC 8) Max Grav 2=1516(LC 1), 8=1516(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2818/3534, 3-4=-2667/3485, 4-5=-2389/3179, 5-6=-2389/3179, 6-7=-2667/3485, 7-8=-2818/3534 BOT CHORD 2-12=-3004/2472, 10-12=-3054/2519, 8-10=-3004/2472 WEBS 4-12=-1229/927, 5-12=-249/275, 5-10=-249/275, 6-1 0=-1 229/928, 3-12=-262/319, 7-10=-263/320 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=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 1934 lb uplift at joint 2 and 1934 lb uplift This item has been at joint 8. electronically signed and 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 293 lb down and 392 lb up at sealed by Finn, Walter, PE 7-0-0, 154 lb down and 205 lb up at 9-0-12, and,154 lb down and 205 lb up at 10-11-4, and 293 lb down and 392 lb up at 13-0-0 on using a Digital Signature. top chord, and 397 lb down and 539 lb up at 7-0-0, 98 lb down and 121 lb up at 9-0-12, and 98 lb down and 121 lb up at 10-11-4, and 397 lb down and 539 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility Printed copies of this of others. document are not considered 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Uniform Loads (plf) Walter P. Finn PE,No.42638; Vert: 1-4=-54, 4-6=-54, 6-9=-54, 13-16=-20 jMiTilk WSA; hic. FL Ce'R'6634 Concentrated Loads (lb) '6804, P.arke,East Blvd: Tampa FL'33610, Vert: 4=-132(F) 6=-132(F) 12=-397(F)10=-397(F) 19=-93(F) 20=-93(F) 21=-82(F) 22=-82(F) bate: April 27,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. f010312015 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 ANSI/TPl1 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 a Truss Truss Type Ply LOT 34/1 WATERSTONE T20074449 2322934 L02 ]Qty Hip 1 1 Job Reference o tional ers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 27 14:34:21 2020 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtTJ6yc7BmihQzNWt6dH4TMflrhlN7gi46PT6FIFnzMUdO -1.4-0 6-3-6 9-0-0 11-0-0 13-8-10 20-0-0 21-4-1 1-4-0 6-3-6 2-8-10 2-0-0 2-8-10 6-3-6 4x6 = Scale = 1:36.9 4x6 = 4x6 = 5x8 WB = 4x6 = 3x4 = 3x4 = 11-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.79 BC 0.82 WB 0.39 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) 0.52 9-17 >460 240 Vert(CT) 0.43 9-17 >552 180 Horz(CT) -0.04 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 94 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except` TOP CHORD Structural wood sheathing directly applied. 4-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=213(LC 11) Max Uplift 2=-960(LC 12), 7=-960(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1182/2440, 3-4=-971/2257, 4-5=-823/2042, 5-6=-971/2257, 6-7=-1182/2439 BOT CHORD 2-11=-2027/1023, 9-11=-1597/823, 7-9=-2026/1023 WEBS 3-11=-331/668, 4-11=-960/339, 5-9=-959/339, 6-9=-331/668 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=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-&0, Exterior(2) 2-8-0 to 21-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This Item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 960 lb uplift atjoint 2 and 960 lb uplift at electronically signed and joint 7. sealed by Finn, Walter, PE 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 using a Digital Signature. sheetrock be applied directly to the bottom chord. Printed Digits Of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P: Finn 0E'Nb:22839; MiTALISk-hric.FL•' ert'6634 ,_._ i6604 Parke'EatitBlyd:Sampe FL• 33610' Date:: April 27,2020 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 Criferia, 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 Symbols PLATE LOCATION AND ORIENTATION 3/; Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-�1s' For 4 x 2 orientation, locate plates 0- 'lie" 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. 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 O tY O 2 U IL O 1-- JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek 0 MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 AL General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIITPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIITPI 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 ANSI/TPI 1 Quality Criteria.