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HomeMy WebLinkAboutTrussD 258 Southhall Lane, Suite 200 rF Maitland, Florida 32751 S P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES October 30, 2020 Building Department Ref: Adams. Homes Lot: Lot 12 B15 Subdivision: Ft. Pierce - Waterstone Address: 5345 San Benedetto PL Model: 1780 A LHG KA # 20-7923 Truss Company: Builders First Source Date of drawings: 10/22/20 Job No.: 2516670 Wind Speed: 160 Exposure: C Truss Engineer: Philip J. O'Regan 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. If you have any questions, please do not hesitate to call. Sincerely, 10/30/2020 Carl A. Brown, P.E. FL. # 56126 FILE COPY ``v���►aeelll ?A 878 S� ••� ti6¢ : Ns� /30/2k0 o A Luis l0;abht rres, P.EP.fi e . FL. # 8Z 41 -.OR 10 P••',�e® A L E�C���` w FDS Engineering Associates, A TSG Company •a��,�3p1`e®` "Your Building Code Experts" 0 I 1017# U � ✓� 0 1�>/ 171 ' / < / / / / / < 51, / 7' 786#'U1 cip 9 9 C6VY -0 :�00/ / / -21-08 0 / / / 1 �X!/z/ 2 /X/ 0 / � u / q 8 -0 flat /i �/ / u / / /.V/ . //exposed to wend 1219##UU' 1098# U V / / -0 2-0 1 / / A/ L�� 00 10'-0" flat 2-0 -00 !i A04 -00 i 4 ODD SPACE y2-0 -00 i 2-0 -00 I E. -� VAULT 2-0 o0 / f < \ i o f I I 2-01poo I VAULT I 7 i 2-0 0o < ! 0 2-OC loo F 1 2-0 00 o 0 V A 2-0 00 i' A01 9 o 2-OC Poo A01 2-0 00 2-0 00 0 z-o 00 11 2-0 OO f� 2-0 00 V ///%X /i //W// 1 2-OC POO 10'-0" flat i A13 2208# U X / L / o X; 0 9 `0 L /� / pose —L ow ]L1 / / / / / /�I Li o 9 lb 8( .L1 T1 fl JLt CIA 91 Reviewed and Approved ❑ Reviewed with Notations ❑ Revise and Resubmit ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve conhactor from compliance with requirements of the drawings and specifications. Tlis check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades an performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 10/30/2020 By: BH Submittal No.: Project No.: 20-7923 Project Eng.: Luis Project Name: Adams Homes - Ft. Pierce - Waterston Lot 12 Bllc. 5 VERIFY ALLDIMENSIONS AND COUNG CONDITIONS PRIOR TO APPROVAL SORE MUM FRARONG REQUIRED IN FIELD BY BUILDER M INININDFORCERESISTWOSYSTEM—HYBRIDWINDASCET-10 ENCLOSED IMPORTA T EXPOSURE CATEGORY OCCUPANCY CATEGORY n This Drawing Must Be Approved And INDOALOAD 160 MPH WRID RTANCEFACTOR IAO Returned Before Fabrication Will TRUSSES RAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LNE LOAD Begin. For Your Protection Check All NONCONCURRENT WITH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To APBELO Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL• 07 PSF TCDL: 10 PSF BY Date BCDL: 10 PSF BCDL- 5 PSF TOTAL: 37 PSF TOTAL: 65 PSF DURATION: 1.25 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backeharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 1C' END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE FBC2017 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJECT: Single Family MODEL: 1780 A ADDRESS: 6345 SAN BENEDETTO LOT / BLOCK- 12/6 SUBDIVISION: WATERSTONE CITY: FT PIERCE DRAWN BY: K SANCHEZ JOB # : 2616670 DATE 1 10/21/2020 SCALE: NTS PLAN DATE: F 2020 REVISIONS: 1. 2 3. 4. 4408 Airport Road Plant City, FL 3350 Ph.(813) 306-1300 Fax(813) 305-1301 mm W10 MiTek' Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 2516670 - LOT 12/5 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2516670 Model: 1780 �ampa, FL 33610-4115 Lot/Block: 12/5 Subdivision: WATERSTONE Address: 5345 SAN BENEDETTO PLACE, . 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/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 35 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T21655008 A01 10/22/20 2 T21655009 A02 10/22/20 3 T21655010 A03 10/22/20 4 T21655011 A04 10/22/20 5 T21655012 A05 10/22/20 6 T21655013 A06 10/22/20 7 T21655014 A07 10/22/20 8 T21655015 A08 10/22/20 9 T21655016 A09 10/22/20 10 T21655017 A10 10/22/20 11 T21655018 All 10/22/20 12 T21655019 Al2 10/22/20 13 T21655020 A13 10/22/20 14 T21655021 A14 10/22/20 15 T21655022 A15 10/22/20 16 T21655023 Cl 10/22/20 17 T21655024 C1A 10/22/20 18 T21655025 C1 P 10/22/20 19 T21655026 C1 V 10/22/20 20 T21655027 C3 10/22/20 21 T21655028 MA 10/22/20 22 T21655029 C3P 10/22/20 No. Seal# Truss Name Date 23 T21655030 C3V 10/22/20 24 T21655031 C5 10/22/20 25 T21655032 C5A 10/22/20 26 T21655033 C5P 10/22/20 27 T21655034 C5V 10/22/20 28 T21655035 E6A 10/22/20 29 T21655036 E7 10/22/20 30 T21655037 E7P 10/22/20 31 T21655038 E7V 10/22/20 32 T21655039 H6A 10/22/20 33 T21655040 H7 10/22/20 34 T21655041 1-17P 10/22/20 35 T21655042 H7V 10/22/20 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: ORegan, Philip 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 FILE 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 design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. October 22,2020 ORegan, Philip 1 of 1 Job Truss Truss Type Qty Ply LOT 1215 WATERSTONE 2516670 A01 Special Truss 10 1 T21655008 Builders FirstSource (Plant Citv. FL). Flan( rtav FI _ zzsa7 Job Reference o tional -9. Lu - va a 4026 ml I ex maustries, Inc. wed Uct 21 15:31:56 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-nYVs3SaX9s?6gYya9X5121DM60ZYYPTHsQX7ZWyR8v1 1-4-0 8-8-0 14-4-13 20-0-0 25-7-3 31-4-0 40-0-0 1-4-0 -4-0 8-8-0 5-8-12 5-7-3 5-7-3 5-8-12 8-8-0 -4-0 6.00 FIT 5x8 3.00 12 5x6 1 3%4 8-8-0 14-4-13 20-0-0 25-7-3 31-4-0 40-0-0 8-8-0 5-712 5_7_3 s_zo 5x8 Scale = 1:71.7 Nlate Uttsets (X,Y)— [2:0-2-7,Edge] [3:0-3-0 0-3-0] [5:0-3-8 0-2-8] [7.0-3-0 0-3-0] [8:0-2-7 Edge] e_o-v LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) IldeO L/d PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.56 13 >862 240 MT20 244/190 BCLL 0.0 Lumber DOL 1.25 Rep Stress Incr YES BC 0.96 WB 0.60 Vert(CT) -0.84 13-14 >569 180 MT20HS 187/143 BCDL 10.0 Code FBC2017(TPI2014 Matrix-MSH Horz(CT) 0.59 8 n/a n/a Weight: 207 lb FT = 20% LUmrsttt- TOP CHORD 2x4 SP No.2 *Except* 1-3,7-9: 2x4 SP M 31 BOT CHORD 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, 8=0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-803(LC 10), 8=-803(LC 10) Max Grav 2=1552(LC 1), 8=1552(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-13, 6-13, 7-11, 4-13, 3-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4863/2613, 3-4=-3009/1788, 4-5=-2143/1417, 5-6=-2143/1417, 6-7=-3009/1788, 7-8=-4863/2613 BOT CHORD 2-15=-2145/4642, 14-15=-2031/4385, 13-14=-1151/2717, 11-13=-1151/2633, 10-11 =-2031/4139, 8-1 0=-2145/4380 WEBS 5-13=-888/1571, 6-13=-11321690, 6-11=-341/812, 7-11 =-1 678/965, 7-10=-449/1158, 4-13=-1198/690, 4-14=-341/877, 3-14=-1830/965, 3-15=-449/1230 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; 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 16-0-0, Exterior(2) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2) 37-4-0 to 41-4-0 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. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=803, 8=803. October 22,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, 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 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 ANSNTP/f Quality Criteria, DSB-89 and BCS/ Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 12/5 WATERSTONE 2516670 A02 Hip Truss 1 1 T21655009 Builders Fir-ORnurce /Plant Cihr M 1 Di..a ra., ci Job Reference (optional) - - - ---- v�r a <ucu rvn I en muustnes. Inc. vvea uct 21 15:31:57 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-Fk3EHoa9wA7zSiXmjFcXbylXrCvkHtJQ44Hg5yyR8vO 1-4-0 8-8-0 14-4-11 19-0-0 21 0 0 25-7-4 31.4-0 40-0-0 1-4-0 -4-0 8-8-0 5-8-11 4-7-4 2-0-0 4-7-4 5-8-11 8-8-0 -4-0 Scale = 1:74.0 5x6 = 6.00 12 5x6 = 3x4 5x8 3.00 12 5x8 8-8-0 14-4-11 19-0-0 21-0-0 25-7-4 31-4-0 40-0-0 8-8-0 5-8-11 ,1_- ,_n_n e_�a Plate Uttsets (X Y)— [2:0-2-7 Edge] [3:0-3-0 0-3-01 15:0-3-0 0-2-01 [6.0-3-0 0-2-01 f8.0-3-0 0-3-0] [9.0-2 7 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.55 14 >880 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.83 16-17 >579 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.58 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 215 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3.8-10:2x4 SP M 31 BOT CHORD 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=-418(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) Max Grav 2=1552(LC 1), 9=1552(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-16, 4-15, 7-14, 8-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4865/2834, 3-4=-3006/1952, 4-5=-2236/1610, 5-6=-1956/1522, 6-7=-2236/1610, 7-8=-3006/1952, 8-9=-4865/2834 BOT CHORD 2-17=-2347/4625, 16-17=-2224/4370, 15-16=-1295/2705, 14-15=-815/1956, 12-14=-1295/2630, 11-12=-2224/4141, 9-11=-2347/4382 WEBS 3-17=-493/1220, 3-16=-1826/1019, 4-16=-367/910, 4-15=-1180/729, 5-15=-511/817, 6-14=-511/817, 7-14=-1118/729, 7-12=-367/848, 8-12=1681/1019, 8-11=-493/1158 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=5.Opsf, h=15ft; 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 13-4-2, Extedor(2) 13-4-2 to 26-7-14, Interior(1) 26-7-14 to 37-4-0, Exterior(2) 37-4-0 to 41-4-0 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, 9 considers parallel to grain value using ANSUTPI 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) 2=803,9=803. October 22,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not e a truss system. Before use, the building designer must verify the 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 iTeka is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the VY fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and BCS/ Building Component Safety ln&tation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply LOT 12/5 WATERSTONE 2516670 A03 Hip Truss 1 1 T21655010 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference o tional 8.420 s Oct 9 2020 Mi f ek Industries, Inc. Wed Oct 21 15:31:58 2020 Pace 1 M 0 1-4-U g_8_p •— - ��.. lnYAyvv�oRywucutsoonut-g3stiyNy7m7AIhMcFTOE8aJkOEeOyR8✓? 12-6-4 17-0-0 23-0-0 27-5-12 40-0-0 1-4-0 -4-0 3-10.4 4-5-12 6-0-0 4-5-12 3-10.4 8-8-0 -4-0 5x6 = 6.00 12 5x8 = 5x8 = 3.00 12 5x8 ZZ 8-8-0 17-0-0 23-0-0 8-8-0 8-4-0 31-4-0 40-0-0 Scale = 1:74.0 T 0 ro 9 lq N 0 a e se s — 2:0-2-7,Ed e , 3:0-4-O,Ed e , 5:0-3-0,0-2-0 , 6:0-6-0,0-2-8 , 8:0-4-0,Ed e , 9:0-2-7,Ed e ow-u 8_8_0 i LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (]cc) I/defi L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.76 BC 0.93 Vert(LL) Vert(CT) 0.56 11-13 >859 -0.9711-13 >496 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.57 9 n/a 180 MT20HS 187/143 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH n/a Weight: 206 lb FT = 20% TOP CHORD 2x4 SP No.2 *Except* 1-3,8-10: 2x4 SP M 31 BOT CHORD 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=377(LC 9) Max Uplift 2=-803(LC 10), 9=-803(LC 10) Max Grav 2=1552(LC 1), 9=1552(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 1 Row at midpt 6-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4912/2953, 3-4=-4943/3166, 4-5=-2530/1809, 5-6=-2231/1708, 6-7=-2530/1809, 7-8=-4807/3166, 8-9=-4859/2953 BOT CHORD 2-15=-2454/4688, 14-15=-1614/3101, 13-14=-1056/2230, 11-13=-1613/2938, 9-11=-2454/4374 WEBS 3-15=-375/383, 4-15=-1186/2202, 4-14=-1111/775, 5-14=-458/828, 6-14=-254/256, 6-13=-458/922, 7-13=-1046/775, 7-11=-1186/2050,8-11=-386/383 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=5.Opsf,, h=15ft; 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, Intedor(1) 2-8-0 to 11-4-2, Exterior(2) 11-4-2 to 28-7-14, Interior(1) 28-7-14 to 37-4-0, Exterior(2) 37-4-0 to 41-4-0 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, 9 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) 2=803, 9=803. fictnhar 99 9/19n ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component SafetylnfomsUon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Temp-, FL 36610 Job Truss Truss Type Oty Ply LOT 12/5 WATERSTONE 2516670 A04 Hip Truss 1 1 T21655011 Job Reference o tionat Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 15:31:59 2020 Page 1 � 1 O 1-4-0 .Y����� .��or r rr,YAyvv4om-ootsrnucurt nNnnunygge?gNrrl7ZxlnhjYOmnAgyR8v- 8-8-0 15-0-0 20-0-0 25-0-0 31-4-0 40-0-0 1-4-0 -4-0 6-4-0 5-0-0 5-0-0 6-4.0 8-8-0 -0-0 6.00 12 5x6 = 3x4 = 5x6 = 5 6 73 5x8 3.00 12 5x8 zz- 8-8-0 15-0-0 25-0-0 31-4-0 40-0-0 8-8-0 6-4-0 1n-n-n Scale = 1:74.0 elate Offsets (X,Y)— [2:0-2-7 Edgel [3:0-4-0 0-3-0],[4:0-3-0 0-2-01[6:0-3-0 0-2-0][7.0-4-0 0-3-0][8.0-2 7 Edge] e o u LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.78 Vert(LL) 0.56 13 >865 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES BC 0.98 WB 0.50 Vert(CT) Horz(CT) -1.03 11-13 0.60 >464 180 MT20HS 187/143 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH 8 n/a n/a Weight: 196 lb FT = 20% LWOBER- TOP CHORD 2x4 SP No.2'Except' 1-3,7-9: 2x4 SP M 31 BOT CHORD 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, 8=0-8-0 Max Horz 2=-336(LC 8) Max Uplift 2=-803(LC 10), 8=-803(LC 10) Max Grav 2=1552(LC 1), 8=1552(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4936/3142, 3-4=-2888/2020, 4-5=-2535/1918, 5-6=-2535/1918, 6-7=-2888/2020, 7-8=-4875/3142 BOT CHORD 2-14=-2631/4682, 13-14=-2498/4426, 11-13=-1464/2658, 10-11=-2498/4152, 8-10=2631/4393 WEBS 3-14=-556/1217, 3-13=-195311281, 4-13=-553/979, 5-13=-345/216, 5-11=-345/216, 6-11=-553/979, 7-11 =-1 830/1281, 7-10=-556/1154 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=5.Opsf; h=15ft; 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 9-4-2, Extedor(2) 9-4-2 to 30-7-14, Interior(1) 30-7-14 to 37-4-0, Exterior(2) 37-4-0 to 41-4-0 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, 8 considers parallel to grain value using ANSI/rPI 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=803, 8=803. October 22,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek@ connectors. This design is based only upon Parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 6670 IA05 IHIO Truss 11 1 , I T21655012 FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 15:32:00 2020 Page 1 I D: q 65k6Z?u V li u QXUS7?YA4XyW46R-fJlNvq d 2C5VYJAG LO N9 E CbNOb P25U7itm2VKh HyR8uz 14-0 9-4-0 13-0-0 17-4-0 20-8-0 27-0-0 31-4-0 40-0-0 14-0 "0 9-4-0 3-8-0 4-4-0 3-4-0 64-0 44-0 8-8-0 4-0 Scale = 1:74.0 6.00 12 5x8 = 4 26 2x4 11 5x8 = 27 5 28 2q a 3x6 = 1.5x8 STP = 5x8 = 3x6 = 3x4 11 3x6 3x6 11 3.00 12 9-4-0 13-0-0 20-8-0 21.8 27-0-0 31-4-0 40-0-0 94-0 3-8-0 7-8-0 -0-0 54-0 44-0 _Plate Ottsets (X,Y)— [3:0-4-0 0-3-01,[4:0-6-0 0-2-81 [6:0-6-0 0-2-8][7.0-3-0 0-3-41 [8.0-2-9 0-1-81 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.78 BC Vert(LL) 0.47 17-20 >240 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES 0.40 WB 0.90 Vert(CT) 0.37 17-20 >301 180 Horz(CT) 0.12 8 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH n/a n/a Weight: 215 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD 1-3,7-9: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP M 31 'Except' 5-14: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0, 17=0-8-0 Max Horz 2=295(LC 9) Max Uplift 2=-428(LC 20), 8=-568(LC 10), 17=-1158(LC 10) Max Grav 8=1056(LC 16), 17=2283(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-579/1322, 4-5=-1076/942, 5-6=-1078/933, 6-7=-1589/1168, 7-8=-2784/1774 BOT CHORD 2-17=-1171/736,16-17=-1170/736,5-12=-447/500,11-12=-566/1380,10-11=-1300/2332, 8-10=-1379/2483 WEBS 3-17=-2036/1331, 4-16=-1039/616, 4-12=-889/1470, 6-12=-435/212, 6-11=-378/731, 7-11 =-1 2211864, 7-1 0=-284/715,12-16=-307/380, 3-16=-621/1510 Structural wood sheathing directly applied or 2-2-0 oc pudins. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 12-14 1 Row at midpt 4-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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 7-4-2, Extedor(2) 7-4-2 to 18-7-14, Interior(1) 18-7-14 to 21-4-2, Exterior(2) 21-4-2 to 32-7-14, Interior(1) 32-7-14 to 37-4-0, Exterior(2) 37-4-0 to 41-4-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 8 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=428, 8=568, 17=1158. October 22,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based 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 andlor 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 MiTek- fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Pl1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss ]Truss Type Cty Ply LOT 12/5 WATERSTONE 2516670 A06 Hip Truss 1 1 T21655013 Builders FirstSource (Plant City, FL), Plant City, FL Job Reference (optional) - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 15:32:01 2020 Paqe 1 1-4-0 6-11-0 11-0-0 4V�—u°11Uw^ 1 Tm4Ayvv4at' 0K-/vllbAagzYwJrXy5hTlow79pLwDd_O?iFuDjyR8uy -4-0 6-11-0 15-1-2 20-8-0 29-0-0 31-4-0 40-0-0 1-4-0 4-1-0 4-1-3 5-6-14 8-4-0 2-4-0 8-8-0 -4_0 Scale = 1:72.6 5x6 = 5x6 = 3x4 II 5x8 = i— 427 28 5 29 6 30 7 ao 1.5x8 STP = 3x6 = 3x6 = 2x4 II 3x6 6x8 = 5x8 = 3.00 112 94-0 11-0-0 15-1-2 20-8-0 21-8- 29-0-0 31-4-0 40-0-0 9-4_0 1-8-0 4-1-3 5-6-14 -0-0 7-4-0 Plate Offsets (X Y)— [2:0-2-12 0-1-81,[4:0-3-0,0-2-0][5:0-3-0 0-3-0][7.0-6-0 0-2-81 [9.0-1-14 0-0-71 8-8-0 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.98 BC 0.62 Vert(LL) Vert(CT) 0.43 18-21 0.34 18-21 >261 >326 240 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 212 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 'Except' BOT CHORD 6-15: 2x4 SP No.2 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 9=0-8-0, 18=0-8-0 Max Horz 2=254(LC 9) Max Uplift 2=-563(LC 20), 9=-545(LC 10), 18=-1258(LC 10) Max Grav 9=1008(LC 16), 18=2474(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-662/1561, 3-4=-708/1651, 5-6=-1123/863, 6-7=-11811910, 7-8=-1841/1321, 8-9=-2624/1687 BOT CHORD 2-18=-1366/768, 16-18=-864/721, 6-13=-427/449, 12-13=-715/1632, 11-12=-1227/2216, 9-11=-1297/2342 WEBS 5-16=-1007/686, 13-16=-94/308, 5-13=-745/1365, 7-13=-538/314, 7-12=-479/850, 8-12=-991/770, 8-11=-296/639, 4-16=-781/1369, 4-18=-2070/1192, 3-18=-364/530 Structural wood sheathing directly applied. Rigid ceiling directly applied or-5-0-10 oc bracing. Except: 10-0-0 oc bracing: 13-15 1 Row at midpt 7-13, 4-18 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=5.Opsf, h=15ft; 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 5-4-2, Exterior(2) 5-4-2 to 16-7-14, Interior(1) 16-7-14 to 23-4-2, Exterior(2) 23-4-2 to 34-7-14, Interior(1) 34-7-14 to 37-4-0, Exterior(2) 37-4-0 to 41-4-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/1-PI 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=563, 9=545, 18=1258. October 22.2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component Sa/efy information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 12/5 WATERSTONE 2616670 A07 Hip Truss 1 1 T21655014 Builders FirstSource (Plant City. FL). Plant City FI _.'335R7 Job Reference o tional --u , uc1 S zuzu ml I eK Inoustnes, Inc. Wed Oct 21 15:32:03 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-3UQVXrfwVOu7Ad_w3WjxgD?VbdyXhZbJTOk?lcyR8uw 14-0 6-1-11 9-0-0 14-7-9 20-8-0 25-10-8 31-0-0 33-10-5 40-0-0 1-4-0 -0 6-1-11 2-10-5 5-7-9 6-0-7 5.2-8 5-1-8 2-10-5 6.00 12 3x6 = 5x6 = 5x12 = 2x4 II 4 27 28 5 6 1.5x8 STP = 1 / .- 14 6x8 = 3x6 = 3x4 = 2x4 11 3x4 = 5x6 = 790 qn qt o 3.00 112 9-0-0 9 0 14-7-9 20-8-0 21-8- 314-0 40-0-0 9-0-0 0 -0 5-3-9 6-0-7 -0-n o_a_n 3x6 Scale=1:72.6 Plate Offsets (X Y)— [2:0-6-0 0-0-61,[4:0-4-0,0-2-8][5:0-4-0 0-3-01 [8:0-3-0 0-2-01 [10:0-1-14 0-0-71 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 DEFL. in (loc) VdeO Ud PLATES GRIP TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 =BC0.93 Vert(LL) 0.41 18-21 >269 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES Vert(CT) Horz(CT) -1.02 12-13 0.16 10 >365 n/a 180 n/a BCDL 10.0 Code FBC2017ITP12014 Weight: 206 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 6-15: 2x4 SP No.3, 12-13: 2x4 SP No.1 WEBS 2x4 SP ND.3 WEBS REACTIONS. (size) 2=0-8-0, 10=0-8-0, 18=0-8-0 Max Horz 2=213(LC 9) Max Uplift 2=-804(LC 20), 10=-515(LC 10), 18=-1406(LC 10) Max Grav 10=939(LC 16), 18=2775(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-922/2071, 3-4=-1057/2153, 4-5=-946/1951, 5-6=-1111/713, 6-7=-1156/706, 7-8=-1880/1292, 8-9=-2256/1461, 9-10=-2545/1722 BOT CHORD 2-18=-1820/989, 16-18=-447/488, 6-13=-292/276, 12-13=-923/1829, 10-12=-1358/2287 WEBS 4-18=-1109/642, 5-18=-1955/1153, 5-16=-22/290, 13-16=-470/548, 5-13=-841/1673, 7-13=-7541716, 8-12=-429/805, 3-18=-314/530, 9-12=-319/426 Structural wood sheathing directly applied or 3-3-10 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 13-15 1 Row at midpt 5-18 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=5.Opsf, h=15ft; 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 3-4-2, Exterior(2) 3-4-2 to 14-7-9, Interior(1) 14-7-9 to 25-4-2, Exterior(2) 25-4-2 to 36-7-14, Interior(1) 36-7-14 to 37-4-0, Exterior(2) 37-4-0 to 41-4-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 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 (jt=lb) 2=804, 10=515, 18=1406. October 22,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mi rekw0 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 chard 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 ANS17rPl1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1215 WATERSTONE 2516670 A08 HIP TRUSS 1 T21655015 R, ilders FircfSnurco /plant City FI t plant r�r„ n ����� Job Reference o tional - - • .....- •� • • ����• • 6.41u 5 uct 9 2U2u MI I eK Industries, Inc. Wed Oct 21 15:32:08 2020 Page 1 I D:g65k6Z? u V li uQXUS7?YA4Xy W46 R-QrDOa43KY W Q GO tts3J6XHiNTehi Mou2cl RlzpyR8ur 1-4-0 7.0-0 9-4-0 11-10-11 1 0-1 16-9-5 21-4-0 252-6 28-10-2 33-0.0 36-0.0 40-0.0 1.4-0 1-0-0 7-0-0 2-4-0 2-6-11 -2-0 3.8-11 4-6-11 3-10.6 3-7-12 4.1-14 3-0-0 4-0-0 5x6 = 46 = 5x8 = 7x10 = 5x6 = 6.00 12 3 4 31 5 32 33 8 34 7 1.5x8 STP = �1 2 7 2x4 II 5x8 = 35 8 3637 9 1 16 42 15 V 6x8 = 24 23 22 21 39 20 40 19 18 /3r6-4x6 =1 5x8 STP 22-8-0 2x4 11 5x8 = 2x4 11 — I 3x6 = 6x8 = FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING No UPWARD MOVEMENT OF THE BEARING. LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-6: 2x6 SP No.2, 6-10: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* 7-19: 2x4 SP No.3 WEBS 2x4 SP No.3 3x8 = 2x4 II 6x8 = 38 10 43 14 5x8 = 3.00 12 Scale = 1:72.6 2x4 = 11 � 1.Sx8 STP = c� � n 1213Io" 46 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.78 Vert(LL) 0.3715-16 >996 240 MT20 244/190 BC 0.81 Vert(CT) -0.46 15-16 >798 180 WB 0.76 Horz(CT) 0.17 12 n/a n/a Matrix-MSH Weight: 472 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-5 cc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-5 cc bracing. Except: 10-0-0 cc bracing: 17-19 REACTIONS. (size) 2=0-8-0, 12=0-8-0, 23=0-8-0 Max Horz 2=171(LC 24) Max Uplift 2=-1987(LC 30), 12=-101O(LC 8), 23=-3680(LC 8) Max Grav 2=698(LC 6), 12=1752(LC 30), 23=6103(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2014/4659, 3-4=-1650/4034, 4-5=-2999/5822, 5-6=-233/357, 6-7=-3651/1986, 7-8=-5436/3045, 8-9=-5436/3045, 9-10=-5153/2830, 10-11=-5589/3025, 11-12=-5355/2906 BOT CHORD 2-24=-4194/1941, 23-24=-5874/3238, 21-23=-2813/1612, 20-21=-2813/1612, 17-19=0/368, 7-17=-1105/839, 16-17=-1804/3803, 15-16=-3073/5812, 14-15=-3073/5812, 12-14=-2489/4775 WEBS 3-24=-2400/1233, 4-23=-3197/2212, 5-21=0/302, 5-20=-1803/3418, 6-20=-2048/1235, 17-20=-255/254, 6-17=-2110/4079, 7-16=-1109/1847, 8-16=-546/428, 9-16=-482/311, 9-15=-17/317, 9-14=-880/539, 10-14=-868/1927, 11-14=-603/773, 4-24=-2319/3458, 5-23=-4188/2224 NOTES- 1) 2-ply truss to be connected together with 1 Od (0,131 "xW) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 12 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 lb uolift at iointlsl excent lit=lhi October 22,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MirekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/l Quality Criteria, DSB-89 and BCSI Building Component Blvd. Tampa, 6904 Parke 3aste East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Job Truss Truss Type Qty ply LOT 12/5 WATERSTONE 2516670 A08 HIP TRUSS T21655015 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 15:32:08 2020 Paqe 2 NOTES- .ynuc r c v lluwUO r r T HyxYvv4ott-uruuay3KY WQGOtts3J6XHiNTehiMou2clRlzpyR8ur 10) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 Ib down and 181 Ib up at 7-0-0, 149 Ib down and 171 Ib up at 9-0-12, 178 Ib down and 178 Ib up at 11-0-12, 178 Ib down and 178 Ib up at 13-0-12, 178 Ib down and 178 Ib up at 15-0-12, 178 Ib down and 178 Ib up at 17-0-12, 178 Ib down and 178 Ib up at 19-0-12, 178 Ib down and 178 Ib up at 20-11-4, 172 Ib down and 165 Ib up at 22-11-4, 172 Ib down and 165 Ib up at 24-11-4, 172 Ib down and 165 Ib up at 26-11-4, 172 Ib down and 165 Ib up at 28-11-4, and 172 Ib down and 165 Ib up at 30-11-4, and 352 Ib down and 373 Ib up at 33-0-0 on top chord, and 368 Ib down and 436 Ib up at 7-0-0, 84 Ib down at 11-0-12, 84 Ib down at 13-0-12, 84 Ib down at 15-0-12, 84 Ib down at 17-0-12, 84 Ib down at 19-0-12, 84 Ib down at 21-2-4, 81 Ib down and 34 Ib up at 22-8-0, 81 Ib down and 34 Ib up at 24-11-4, 81 Ib down and 34 Ib up at 26-11-4, 81 Ib down and 34 Ib up at 28-11-4, and 81 Ib down and 34 Ib up at 30-11-4, and 350 Ib down and 135 Ib up at 32-10-8 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, 3-10=-54, 10-13=-54, 19-25=-20, 18-19=-20, 14-17=-20, 14-28=20 Concentrated Loads (lb) Vert: 3=-88(F) 10=-189(F) 22=-63(F) 19=63(F) 7=-112(F) 14=334(F) 24=-368(F) 4=-88(F) 21=-63(F) 5=-112(F) 20=-63(F) 6=-112(F) 8=-103(F) 16=-72(F) 15=-72(F) 9=-103(F) 18=-72(F) 31=-112(F) 33=-112(F) 34=-112(F) 35=-103(F) 37=-103(F) 38=-103(F)39=-63(F) 40=-63(F) 42=-72(F) 43=-72(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119l2020 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, 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 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rPl1 Duality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job s Truss Type Qty Ply 5 WATERSTONE 2516670 [A'ou9s Hip Truss 1 1 T21655016 [Jqob� Builders FirstSourre !Plant City PI 1 Plan' a�ac1 rence otionat - - • • vra a cucu ml i eK maustnes, Inc. Wea Uet 21 1 bt32:09 2020 Pagel ID:g65k6Z?uVliuQXUS7?YA4XyW46R-u2nmovkh5seGuYS4QmgL4UFVP1?Z5FEBryBJVFyR8uq 1-4-0 8-8-0 136-0 18-4-0 20-4-8 1-8-0 27-4-9 33-6-5 4040 l40 1-0-0 8-&0 4-10.0 4-10.0 2-0-8 -3-8 5-8-9 6-1-12 6-5.11 1-4-0 Scale = 1:74.5 5x6 = 4x6 = 3x6 = 6.00 12 5 6 7 19-7-0 _ 3x6: 3.00 f12 x8 — 3x4 = 20-64 205-0 85-0 18-4-0 20-4-8 1-8-0 2&7-2 40-0-0 8-8-0 941-0 2-0-8 -8 7_ '-2 10-4-14 1-1-4 Plate Offsets (X,Y)— [2:0-0-14,0-0-7],[3:0-3-0 0-3-01 [5:0-3-0 0-2-01 [7.0-3-0 0-2-01 [9:0-3-0 0-3-01 [10.0-2 12 0 1 81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.26 16-17 >964 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.54 16-17 >461 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.05 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 218lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 6-14: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-3-8, 10=0-8-0 Max Horz 2=404(LC 9) Max Uplift 2=-545(LC 10), 14=-531(LC 10), 10=-530(LC 10) Max Grav 2=798(LC 19), 14=1570(LC 15), 10=892(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 6-15 WEBS 1 Row at midpt 8-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1903/1363, 3-4=-1998/1617, 4-5=-319/583, 5-6=-302/603, 6-7=-193/549, 7-8=-204/511, 8-9=-1032/796, 9-10=-1314/923 BOT CHORD 2-17=-1004/1970, 16-17=-371/762, 14-15=-1132/433, 6-15=-1135/323, 12-14=-279/580, 10-12=-611/1117 WEBS 3-17=-497/451, 4-17=-885/1646, 4-16=-805/635, 6-16=-243/865, 8-14=-852/574, 8-12=-148/613, 9-12=-431/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; 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 12-8-2, Extedor(2) 12-8-2 to 27-4-9, Interior(1) 27-4-9 to 37-4-0, Exterior(2) 37-4-0 to 41-4-0 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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIfrPI 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=545, 14=531, 10=530. October 22,2020 WARNING - Verifydesign r. g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, 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 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 ANSI7rpll Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. Tampa, Parke 36610 ast D 20601 6670 IA10 Type T21655017 Truss 'irstSource (Plant City, FL), Plant City, FL - 33567, 8nO.420 s Oct 9 2020 MiT MiTek Industries, Inc. Wed Oct 21 15:32:10 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-MEL9?FkJsAm7Vi1G ULacioh9RM3glFL4CWS2iyR8up M'0 16-4-0 20-4-8 23-8--D- 0 31-7-5 400 1-4-0 1-0-0 8-6-0 7-8-0 4-0-8 3-3-8 7-11-5 6-4-11 4 -4.0 Scale = 1:74.0 5x6 = 6.00 12 4x6 = 5x8 = 3x6 3.00 12 6x8 = 3x4 = 3x6 = 2x4 II 3x6 = 85-0 20-6-4 16-4-0 20-4-8 2 23-e-0 31-75 8-8-0 7-8-0 4-0-8 0 -8 3-1-12 40-0-0 7-115 84-11 Hate Uftsets X,Y — 2:0-0-14,0-0-7 , 3:0-4-0,0-3-0 , 4:0-4-0,0-2-8 , 6:0-5-8,0-2-4 , :0-4-0,0-3-4 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.90 BC 0.88 Vert(LL) 0.18 16-19 >999 240 Vert(CT) -0.35 16-19 >702 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.51 180 Horz(CT) -0.03 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 219 lb FT = 20% "u-mcm- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-13: 2x4 SP No.3 WEBS 2x4 SP Nc.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-12 oc bracing. WEBS 1 Row at midpt 3-15, 6-13, 7-12 REACTIONS. (size) 2=0-8-0, 13=0-3-8, 8=0-8-0 Max Horz 2=363(LC 9) Max Uplift 2=-539(LC 10), 13=543(LC 10), 8=-523(LC 10) Max Grav 2=791(LC 19), 13=1574(LC 1), 8=844(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1912/1453, 3-4=-451/662, 4-5=-420/706, 5-6=-146/516, 6-7=-401/587, 7-8=-1177/892 BOT CHORD 2-16=-1095/1951, 15-16=-1033/1815, 13-14=-975/494, 5-14=-933/480, 10-12=-565/962, 8-10=-566/960 WEBS 3-16=-196/639, 3-15=-1510/1007, 5-15=-376/921, 6-13=-758/391, 6-12=-238/554, 7-12=-901/618, 7-10=0/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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 10-8-2, Exterior(2) 10-8-2 to 29-3-14, Interior(1) 29-3-14 to 37-4-0, Extedor(2) 37-4-0 to 41-4-0 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSIlTPI 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 Ib uplift at joint(s) except Gt=lb) 2=539, 13=543, 8=523. (ictnhar 99 9n9n ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI77P/1 Quality Criteria, DSB-89 and BCSI Building Component Safety Informatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 6670 Type fp761 T21655018 Truss e � uunai rs ource Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 15:32:11 2020 Page 1 8-ID:g65k6Z?uVliuQXUS7?YA4XyW46R-gQvXDblxdTu_7scSXBsp9vKtmdXZ6DUIGgQa8yR8uo 1-4-0 8-0 14-4-0 25-8-0 33-1-9 40-0-0 1-4-0 5-8-0 11-4-0 7-5-9 6-10-7 -4-0 3x6 ; 3.00 12 6.00 12 5x6 = 4x6 = 5x8 = - iu 6x8 = 3x4 = 3x6 = -^' ^ 2x4 II 14-4-0 20-5-0 20- -4 25-8-0 33-1-9 40-0-0 8-8-0 5-8-0n- -a S_7_�'J 3x6 = Scale = 1:74.0 date Uttsets (X Y)— [2:0-0-14 0-0-7][3.0-4-0,0-3-Oj,[4:0-3-0 0-2-0j [6:0-6-0 0-2-8j [7:0-4-0 0-3-0] h 1u 7 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL.' in (loc) I/defl Ud PLATES GRIP TCDL 7.0 LumberDOL 1.25 TC 0.84 BC 0.80 Vert(LL) Vert(CT) 0.18 16-19 -0.3716-19 >999 >673 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.03 8 n/a 180 n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 210 Ill FT = 20% TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-13: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-3-8, 8=0-8-0 Max Horz 2=322(LC 9) Max Uplift 2=-526(LC 10), 13=-568(LC 10), 8=-51O(LC 10) Max Grav 2=799(LC 19), 13=1555(LC 1), 8=852(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-3 oc bracing. WEBS 1 Row at midpt 6-13. 7-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1934/1435, 3-4=-685/793, 4-5=-576/790, 5-6=-130/501, 6-7=-587/647, 7-8=-12831942 BOT CHORD 2-16=-1071/1936, 15-16=-1008/1602, 13-14=-984/635, 5-14=-919/652, 12-13=-1221362, 10-12=-637/1069, 8-10=-635/1073 WEBS 3-16=-208/620, 3-15=-1282/870, 5-15=-398/950, 6-137-745/345, 6-12=-183/535, 7-12=-792/572, 7-10=0/311 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=5.Opsf, h=15ft; 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 8-8-2, Exterior(2) 8-8-2 to 31-3-14, Interior(1) 31-3-14 to 37-4-0, Exterior(2) 37-4-0 to 41-4-0 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 M between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=526, 13=568, 8=510. October 22,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not e 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 ob Truss Truss Type City Ply LOT 12/5 WATERSTONE 516670 Al2 Hip Truss 1 1 T21655019 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 15:32:12 2020 Pane 1 ru.yooxoc.ruv muunub fyyA4AyW46R-JdTvOwmaOnOrIOAf5vN2i7t2HF2 WIfGeXvPz6ayR8un 1V-0 5-11-1 8-8-0 12-4-0 16-6-4 20-5-0 27-8-0 32-8-12 40-0-0 1-4-0 -4-0 5-11-1 2-8-15 3-8-0 4-2-4 3-16-12 1 7-3-0 5-0-12 7-3-4 4-0 Scale = 1:72.6 5x6 = 3x4 = 3x4 II 5x8 = 4 26 5 27 6 28 29 7 = = 3x6 � 3.00 FIT x8 3 2 3x6 = _ 2x4 I 3x6 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 ITC 0.86 Vert(LL) 0.18 17-20 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.37 17-20 >666 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code F0C2017/TP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except' BOT CHORD 6-14: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-3-8, 9=0-8-0 Max Horz 2=281(LC 9) Max Uplift 2=-506(LC 10), 14=-61 O(LC 10), 9=-489(LC 10) Max Grav 2=800(LC 19), 14=1551(LC 1), 9=848(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1934/1422, 3-4=-954/926, 4-5=-797/863, 5-6=-109/393, 6-7=-117/443, 7-8=-734/716, 8-9=-1221/906 BOT CHORD 2-17=-1059/1905, 16-17=-1000/1792, 15-16=-219/481, 14-15=1014/708, 6-15=-362/378, 13-14=-203/521, 11-13=-585/1005, 9-11 =-585/1005 WEBS 3-17=-225/582, 3-16=-1085/802, 4-16=-237/297, 5-16=-177/603, 5-15=-836/503, 7-14=-768/375, 7-13=-207/549, 8-13=-608/474, 8-11=01255 PLATES GRIP MT20 244/190 Weight: 205 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 4-5-4 oc bracing. 1 Row at midpt 7-14 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=5.Opsf, h=15ft; 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 6-8-2, Exterior(2) 6-8-2 to 17-11-14, Interior(1) 17-11-14 to 22-0-2, Exterior(2) 22-0-2 to 33-3-14, Interior(1) 33-3-14 to 37-4-0, Exterior(2) 37-4-0 to 41-4-0 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, with BCDL = 10.Opsf. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=506, 14=610, 9=489. October 22.9ngn ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note 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 is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Type 16670 1 A13 Hip Truss T21655020 1 1 udders FlrstSource (Plant My FL) Plant City, FL 33567, Job Reference (optional) 8.420 s Oct 9 2020 MITek Industries, Inc. Wed Oct 21 15:32:13 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-np1 HeGnC958iMAlrfcuHEKQCxeO5132nmZ9WfOyR8um 1d-0 8-8-0 10-4-0 15-4-8 20-4-8 25-0-8 29-&0 33-11-3 40.0.0 1-4-0 1-4-0 8-8-01-8-0 5-0-8 5-0.0 4-8-0 4-7-8 4-3-3 6-0-13 7.4-0 Scale = 1:72.6 5x6 = 5x6 = 2x4 II 3x4 = a_nn Fi-9 2x4 II 4 27 28 529 6 an 7 a1 11 85x6 = 8x8 = 3x6 = 3x6 = 3x6 � 3.00 12 3x8 = 2x4 II e-9-0 20-6-4 1 -8-0 1 -0-8 20-0-a to- BAO 1-a-0 5-0-8 5-0-0 29-8-0 3843 0 -8 a1-4 60-0-0 9_7_72 Plate Offsets (X,Y)— [2:0-1-2 0-0-7) [4:0-3-0 0-2-0],[5:0-2-8 0-3-0) [8:0-3-0 0-2-0t LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.93 BC 0.79 Vert(LL) Vert(CT) -0.18 13-15 >999 240 -0.37 13-15 >623 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 180 0.04 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 6-15: 2x4 SP No.3 Rigid ceiling directly applied or 4-11-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 15=0-3-8, 10=0-8-0 Max Horz 2=240(LC 9) Max Uplift 2=-495(LC 10), 15=-633(LC 10), 10=-477(LC 10) Max Grav 2=816(LC 19), 15=1517(LC 1), 10=837(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1985/1438, 3-4=-2113/1797, 4-5=-868/896, 5-6=-110/342, 6-7=-122/380, 7-8=-764/767, 8-9=-886/783, 9-10=-1257/964 BOT CHORD 2-18=-1069/1921, 17-18=-594/1255, 16-17=-427/862, 15-16=-909/591, 6-16=-258/238, 13-15=-229/419, 12-13=-654/1052, 10-12=-654/1052 WEBS 3-18=-581/703, 4-18=-1023/1352, 4-17=-429/196, 5-17=-24/365, 5-16=-1091/660, 7-15=-696/484, 7-13=-110/393, 9-13=-470/433 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; 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 4-8-2, Extedor(2) 4-8-2 to 15-11-14, Interior(1) 15-11-14 to 24-0-2, Exterior(2) 24-0-2 to 35-3-14, Interior(1) 35-3-14 to 37-4-0, Exterior(2) 37-4-0 to 41-4-0 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, with BCDL = 10.0psf. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=495, 15=633, 10=477. October 22.2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systemssee ANS/?P/1 Quality Criteria, OSB-89 end BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Hig, hway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd. Temp-, FL 36610 Job Truss Truss Type Qty Ply LOT 12/5 WATERSTONE 2516670 A14 Special Truss 1 1 T21655021 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference o Industries, 8.420 s Oct 9 2020 MiTek Industries, Inc. WE Oct 21 15:32:14 2020 Page 1 ,-a-u a-0-o 14-6-y 20� '—--••--• ^�W -^+ yvv+unrruircngvvuc_dnIuduwnYYPJ2kLmbsx_Du4BTyR8ul 14-0 Wo 4-6- 28-0-0 2 31-0-0 40.0.0 1-4-0 5-10-4 7-11-8 0A- 200 9-0-0 Scale = 1:75.4 5x8 Sx6 = = 5x8 = 3x4 II 8x12 = 5x6 = 6.00 12 3 26 27 28 4 5 9Q 6 7 8 3x6 3.00 12 6x8 = 3x6 = 2x4 II 3x4 = 3x6 = LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (]cc) I/deft L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TIC 0.82 BC 0.79 Vert(LL) Vert(CT) 0.28 11-23 >844 240 -0.40 11-23 >584 180 MT20 244/190 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.06 9 n/a n/a Code FBC2017/TP12014 Matrix-MSH Weight: 190 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 'Except* 1-3,8-10: 2x4 SP No.1, 6-7: 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc pudins. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 4-4-9 cc bracing. 5-14. 2x4 SP No 3 WEBS 1 Row at midpt 4-15, 6-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-3-8, 9=0-8-0 Max Horz 2=213(LC 9) Max Uplift 2=-473(LC 10), 14=-676(LC 10), 9=-456(LC 10) Max Grav 2=802(LC 19), 14=1542(LC 1), 9=789(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1866/1230, 3-4=-1662/1240, 5-6=-95/308, 6-7=-808/759, 7-8=-826/786, 8-9=-964/726 BOT CHORD 2-17=-882/1759, 16-17=-661/1317, 15-16=-661/1317, 14-15=-1038/704, 5-15=-430/413, 12-14=-353/736, 11-12=-357/734, 9-11=-375/773 WEBS 3-17=-1021485, 4-17=-208/484, 4-15=-1565/893, 6-14=-910/488 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=5.Opsf,, h=15ft; 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, Intedor(1) 2-8-0 to 4-4-0, Exterior(2) 4-4-0 to 12-4-0, Interior(1) 12-4-0 to 28-4-0, Exterior(2) 28-4-0 to 35-0-0, Interior(1) 35-0-0 to 37-4-0, Extedor(2) 37-4-0 to 41-4-0 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib Uplift at joint(s) except Qt=lb) 2=473, 14=676, 9=456. October 229n2n ® WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and properlyincorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/f Quality Criteria, DSB.89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 T21655022 Inc. Wed Oct 21 18:25:55 2020 Page 4c6bCz16eki RRPw Uxi V5cyR7EA 40-0-0 1-4-0 7-0-0 -4-p Scale = 1:73.6 Job Tru, 2516670 A75 Builders FirstSource, Plant City, FL. 33 11-4_-_00 � 6-4- -0 -406-4-6 Truss 5x8 = 6.00 12 5x8 = 2x4 II 3 27 28 29 4 3031 32 5 33 1 8.420 s Sep 14 20, ]XUS7?YA4XyW46R-GZBBC 26-4-0 27-0 0 33-0-( 4-2-5 0$- 6-0.0 5x6 3x6 = 5x6 = 5x8 = 6 7 8 34 35 36 9 .+. — oa vu 18 16 14 "' 41 42 1Z 3x6 = 2x4 II 5x6 = 6x8 = 3x6 =3x6 = 3x8 = 2x4 II 3x6 — 6-4-0 12-0-2 1.3-5-11 17-0-14 20-8-0 22-1 11, 26-4 0 27 01° 33 0-0 40-0-0 640 FA7 co 1 date Uttsets (X Y)-- [3:0-6-0 0-2-8][4.0-4-0 0-3-01,[9:0-6-0 0-2-81 [10:0-2-12 0-1-81 [19.0-2-8 0-3-01 /-u-u LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.94 BC 0.82 Vert(LL) 0.16 19-20 >994 240 MT20 244/190 BCLL 0.0 Rep Stress [nor NO WB 0.73 Vert(CT) -0.22 12-13 >999 180 HOrz(CT) 0.07 10 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH n/a n/a Weight: 201 lb FT = 20 % BRACING. TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied. 3-4,8-9,4-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-2-14 oc bracing. BOT CHORD 2x4 SP No.2 'Except' WEBS 14-19: 2x4 SP No.2 P 1 Row at midpt 4-17, 6-17, 7-15 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=length) 17=7-2-4, 18=0-3-8, 16=0-3-8. (lb) - Max Horz 2=172(LC 7) Max Uplift All uplift 100 lb or less at joints) 16 except 2=-910(LC 8), 17=-2169(LC 8), 10=-701(LC 8), 18=-139(LC 8) Max Grav All reactions 250 lb or less at joint(s) 18 except 2=655(LC 17), 17=2837(LC 1), 10=1387(LC 1), 16=329(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-901/1360, 3-27=0/648, 27-28=0/648, 28-29=0/648, 4-29=0/648, 4-30=-1064/1779, 30-31=-1064/1779, 31-32=-1064/1779, 5-32=-1064/1779, 5-33=-1064/1779, 6-33=-1064/1779, 6-7=-382/50, 7-8=-2045/852, 8-34=-1952/860, 34-35=-1952/860, 35-36=-1952/860, 9-36=-1952/860, 9-10=-2471/1093 BOT CHORD 2-20=-1071/747, 20-37=-1096/765, 37-38=-1096/765, 38-39=-1096/765, 19-39=-1096/765, 19-40=-616/0, 18-40=-616/0, 17-18=-616/0, 16-17=0/355, 15-16=0/355, 14-15=-552/1836, 13-14=-552/1836, 13-41=-809/2166, 41-42=-809/2166, 12-42=-809/2166, 10-12=-810/2143 WEBS 3-20=-564/553, 3-19=-952/770, 4-19=-557/669, 4-17=-1990/1995, 5-17=-449/457, 6-17=-2448/1320, 6-15=-441/1009, 7-15=-1954/917, 8-13=0/467, 9-13=-321/262, 9-12=0/705, 7-13=-515/561 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=5.Opsf, h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left 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) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except Qt=lb) 2=910, 17=2169, 10=701, 18=139. Continued on paste 2 October 222n2n ®WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 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 permanentbracing . Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 -.1. 1~ 1 D ISpeclal Truss 1, I 1 T21655022 Builders FlrstSource Plant City FL 33563 Job Reference (optional) NOTES- ru:goDKDcruviluUAU577YA4XyW46R-kilZb9D_I1 ym7Tgx8o8R7QVCs24xAuf3ib; 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 169 lb up at 7-1-1, 122 lb down and 166 lb up at 9-1-1 122 lb down and 166 lb up at 11-1-1, 122 lb down and 166 lb up at 13-1-1, 122 lb down and 166 lb up at 15-1-1, 122 lb down and 166 lb up at 17-1-1, 122 lb down and 166 lb up at 19-1-1. 131 lb down and 185 lb up at 27-0-0, 112 lb down and 178 lb up at 29-0-12, and 112 lb down and 178 lb up at 31-0-12, and 230 lb down and 391 lb up at 33-0-0 on top chord, and 176 lb down and 263 lb up at 6-4-0, 65 lb down and 68 lb up at 7-1-1, 65 lb down and 68 lb up at 9-1-1, 65 lb down and 70 lb up at 11-1-1, 65 lb down and 106 lb up at 13-1-1, 344 lb down and 75 lb up at 27-0-0, 84lb down at 29-0-12, and 84 lb down at 31-0-12, and 344 lb down and 75 lb up at 32-11-4 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 (plf) Vert: 1-3=-54, 3-7=-54, 7-8=-54, 8-9=-54, 9-11=-54, 21-24=-20 Concentrated Loads (lb) Vert: 8=-112(B) 9=-183(B) 20=-168(B) 5=-82(B) 13=-344(B) 12=-344(B) 27=-82(8) 28=-82(B) 29=-82(B) 30=-82(B) 32=-82(B) 33=-82(B) 35=-112(B) 36=-112(B) 37=41(B) 38=-41(B) 39=41(B) 40=41(B) 41=-63(B) 42=-63(B) ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® 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 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSNTPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 T21655023 Truss FL), Plant City, FL-33567, ��� r.ciciei we u uonat 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 15:32:16 2020 Page ID:g65k6Z?uVliuQXUS7?YA4XyW46R-BOiQGlp4RO WHDdUQKkS—sz2uZscaEam DSXNBFLyRBuj -1-4-0 0-114 1-4-0 0-11-4 Scale = 1:7.6 date Offsets X,Y — 2:0-1-4,0-0-2 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 PLATES GRIP TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP n/a Weight: 5 lb FT = 20 TOP CHORD 2x4 SP NO.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=79(LC 10) Max Uplift 3=-3(LC 1), 2=-195(LC 10), 4=-15(LC 1) Max Grav 3=20(LC 10). 2=159(LC 15), 4=44(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ll; 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=195. OctnhPr 99 9n9n ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTekOO 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 permanentbracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type �JTJ',ObTteference 12/5 WATERSTONE CIA Jack -Open Truss T21655024Builders FirstSource (Plant City, FL), Plant City, FL - 33567, o tional 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 15:32:17 2020 Page 1 1 • ^yvvyorc-raou i egwurt$M Jcuz:izuvAa2lGvFzlONhB7kooyR8ui -1-4-0 0-11-4 1-4-0 0-11-4 0-8-0 I 0-11-4 Scale = 1:7.6 date Onsets (X Y)— f2:0-4-0 0-0-41 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCDL 7.0 LumberDOL 1.25 TC 0.20 BC 0.20 Vert(LL) Vert(CT) -0.00 5 >999 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 0.00 5 3 >999 n/a 180 n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5 lb FT = 20% BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-4-0 Max Horz 2=79(LC 10) Max Uplift 3=-44(LC 1), 4=-63(LC 1), 2=-305(LC 10) Max Grav 3=71(LC 10), 4=103(LC 10), 2=248(LC 15) 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=305. October 99 9n9n ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Ib Truss Truss Type City Ply LOT 1215 WATERSTONE i16670 C1 P Jack -Open Truss 2 1 T2165502: Job Reference o tional 3uilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 15:32:17 2020 Page 1 Qr f rnYAyvvyorc-raLIoleglc.Iram3cu5zOPAa2lGypzlONhB7kooyR8ui -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 1 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/clef! L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.20 BC 0.04 Vert(LL) 0.00 5 >999 240 Vert(CT) 0.00 5 >999 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 180 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 purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-3(LC 1), 2=-195(LC 10), 4=-15(LC 1) Max Grav 3=20(LC 10), 2=159(LC 15), 4=44(LC 10) 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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=195. October 22.2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, R. 36610 ob Truss Truss Type Qty Ply LOT 12/5 WATERSTONE 516670 C1V Jack -Open Truss 2 1 T21655026 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Job Reference o tional 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 15:32:18 2020 Paae 1 ,....vuv a u-01 r 1„4Ayvv4on-/mqAn_rLzan'17xeoS9USxO7D2fl3iUGWvrsHKEyR8uh -1-4-0 0-11-4 1-4-0 0-11.4 lil LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 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 FBC2017/TPI2014 Matrix -MP LUMBER- TOP CHORD 2x4 SP No 2 BRACING - Scale = 1:7.6 PLATES GRIP MT20 2441190 Weight: 5 lb FT = 20% TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. 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=79(LC 10) Max Uplift 3=-4(LC 1), 2=-181(LC 10), 4=-14(LC 1) Max Grav 3=16(LC 10), 2=158(LC 1), 4=35(LC 10) 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=5.Opsf, h=15ft; 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) 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) 3, 4 except Qt=lb) 2=181. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-69 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 October 22,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 uly Fly LOT 12/5 WATERSTONE Truss 4 T21655027 FL), Plant City, FL-33567, ��_._._..I_ uuriai 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 15:32:18 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-7mgAh_rLzdn?TxeoS9USxO7D2fHFiUG WvrsH KEyR8uh -2-11-4 1 4-01-4-0 2-114 Scale = 1:12.7 date Offsets (X Y)— f2:0-4-0 0-0-41 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.20 BC 0.09 Vert(LL) Vert(CT) -0.00 0.01 4-7 4 >999 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 7 3 >999 n/a 180 BCDL 10.0 Code FBC2017frP12014 Matrix -MP n/a Weight: 12 lb FT = 20% TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-52(LC 10), 2=-157(LC 10) Max Grav 3=72(LC 15), 2=197(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; 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) 3 except Qt=lb) 2=157. OrtnhPr 99 9n9n ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon pameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of desin parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rp/1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 lob Truss Truss Type Oty Ply �JobReference �(optlon�al) !516670 C3A Jack -Open Truss 2 1 T21655028 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, In acuc7on n:.8.420 s Oct. 9 2020 Mi I ek Industries, Inc. Wed Oct 21 15:32:19 2020 Page 1 •... .nv, ,..�..... 8 -1-40 -' 2 -"--- ^'^y••+"^-U< TUnu rZKxvsOOr/rynubgOo3bORxVg8VcrsgyR8ug 1-4-0 -11-4 2-11-4 2x4 = Scale = 1:12.7 2-7-4 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCDL 7.0 LumberDOL 1.25 TIC 0.20 BC 0.18 Vert(LL) Vert(CT) -0.00 5 >999 240 MT20 244/190 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0,00 5 >999 180 0.00 3 n/a n/a Code FBC2017/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BRACING- BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. 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=132(LC 10) Max Uplift 3=-43(LC 10), 2=-257(LC 10), 4=-28(LC 7) Max Grav 3=53(LC 15), 2=236(LC 1), 4=38(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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=257. nl+.,ko. 01) 7nnn �..wva.r cc,ww ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5fl9/2020 BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a buss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p p T is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the R 'lake fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Type Qty Ply LOT 12/5 WATER STONE 2516670 FC33P Jack -Open Truss 2 1 T21655029 Builders FirstSnuroe !Plant Clhr PI 1 Di— ra., or 1- 1 Job Reference o tional 1 A-0 .­ a vur a �uzu ml r etc inaustnes, Inc. vied Uct 21 15:32:19 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-bzOYuKrzkxvs55D??t?hUbgOo3boRxVg8VcrsgyR8ug Scale = 1:12.7 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 0.20 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 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 FBC2017IrP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-62(LC 10), 2=-212(LC 10), 4=41(LC 7) Max Grav 3=65(LC 15), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed,for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=212. October 22,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, 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 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 ANSI1TPl1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Type Qty Ply LOT 12/5 WATERSTONE )pen Truss 9 , T21655030 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, �02 fc0 MiT k o Industries, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 15:32:20 2020 Page 1 I D:g65k6Z? u V li uQXUS7?YA4XyW46 R-49yx6 gs bVE 1ji EoBZa WwOp CZYTyiAOI p N9 LOO6yR8uf -1-4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCDL 7:0 Lumber DOL 1.25 TC 0.20 BC 0.09 Vert(LL) -0.00 Vert(CT) -0.01 4-7 >999 240 4-7 >999 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 180 3 n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP n/a Weight: 12 lb FT = 20% LUMBER - BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-57(LC 10), 2=-149(LC 10) Max Grav 3=74(LC 15), 2=196(LC 15), 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=5.Opsf; h=15ft; 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) 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) 3 except Qt=lb) 2=149. nrtnhpr 99 9n9n A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 Quality Criteria, DSB-69 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parise East Blvd. Tampa, FL 36610 Job Truss Truss Type city Ply LOT 12/5 WATERSTONE 2516670 C5 Jack -Open Truss 4 1 T21655031 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 15:32:20 2020 Page 1 1-4-0 4-11-4 +..y... uyxogsuvrgltotscavvwupcWgIutAOIPN9LO06yR8uf - 1-4-0 4-11-4 Scale = 1:17.6 3x4 = date offsets (X,Y)— [2:0-1-4 0-0-21 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.44 BC 0.33 Vert(LL) Vert(CT) 0.05 -0.06 4-7 4-7 >999 >999 240 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 18 lb FT = 20% TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hors 2=185(LC 10) Max Uplift 3=-107(LC 10), 2=-167(LC 10) Max Grav 3=134(LC 15), 2=267(LC 15), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=107, 2=167. October 22,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TRIJ Quality Criteria, DSB-89 and BCS/ Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 ob Truss Truss Type �Ti t'-'b Referenceo tionalT 12/5 WATERSTONE 516670 C5A Jack -Open Truss T21655032 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 21 15:32:21 2020 Page 1 0 .yv n c:a.,,. Awr: rrwAyvvyorc-TLvvJJ!IUL3YBLKUNN7H29ZOlgztEhvRybp5xxZyR8ue '1-4-0 4-11-4 1-4-0 4-11-4 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.07 4-8 >891 240 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.06 4-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No 2 Scale = 1:17.6 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc 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=185(LC 10) Max Uplift 3=-109(LC 10), 2=-291(LC 10), 4=-64(LC 7) Max Grav 3=116(LC 15), 2=292(LC 1), 4=78(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=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Enci., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=109,2=291. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 October 22,2020 lYl1I� MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty PlyEJ.bReference 2516670 C5P Jack -Open Truss 2 T21655033 �(optional) Builders FirstSource !Plant city I:[ t Plnor rh, or aa==� - ---- v � Ua y 4626 MI I eK inausines, Inc. wed Oct 21 15:32:22 2020 Page 1 ID:g65k6Z?uV IiuQXUS7?YA4XyW46R-OY4h W Lur1 sHQyYxah?Z06E[pOHXPeIF6gTgVT?yR8ud -1-4-0 4-11-4 1-4-0 4-114 N N FKKWI Scale = 1:17.6 Plate Offsets (X,Y)- f2:0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.12 4-7 >486 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.11 4-7 >556_ 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: 18 lb FT = 20 LUMI3CR- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-122(LC 10), 2=-261(LC 10), 4=-75(LC 10) Max Grav 3=123(LC 15), 2=262(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 3=122, 2=261. October 22,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 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 Wss systems, see ANSI/rP/f Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 6670 IC5V (Jack -Open 2 1 T21655034 tllders FIrStSOUrCe (Plant City FL) Plant City FL 33567 Job Reference (optional) 8.420 s Oct 9 2020 MITek Industries, Inc. Wed Oct 21 15:32:22 2020 Page 1 -1-4-0 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-OY4h W Lur1 SHQyYxah?Z06EIroHaieIF6gTgvr?yR8ud 4-11.4 1 4-0 4-11-4 0 3x4 4 Scale = 1:17.6 LOADING (psi) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCDL 7.0 Lumber DOL 1.25 TC 0.47 BC 0.37 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Vert(CT) -0.06 4-7 >999 180 Horz(CT) -0.01 3 BCDL 10.0 Code FBC2017frP12014 Matrix -MP n/a n/a Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. 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=185(LC 10) Max Uplift 3=-112(LC 10), 2=-161(LC 10) Max Grav 3=136(LC 15), 2=265(LC 15), 4=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=5.Opsf, h=15ft; 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=112,2=161. nr.tnh,-r 99 9f19n ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. r. Design valid for use onlywith MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-09 and BCS/ Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 ob Truss Truss Type Qty Ply LOT 12/5'WATERSTONE 516670 E6A Jack -Open Truss 7 1 T21655035 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industr es, Inc. Wed Oct 21 15:32:23 2020 Page 1 2 E 1-40 ""•"" "- "" •+' YvvY UKeaKnuloarrtuwmtl4oeRquuggXNIVF37a2?RyR8uc 6 4-0 1-4-0 6-4-0 Z Scale = 1:21.3 4 3x4 = 6-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud TCLL 20.0 TCDL Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.22 4-8 >338 240 7.0 BCLL 0.0 Lumber DOL Rep Stress Incr 1.25 YES BC 0.72 Vert(CT) 0.19 4-8 >388 180 BCDL 10.0 Code FBC2017/TPI2014 WB 0.00 Matrix -MP Horz(CT) -0.04 3 n/a n/a LUMBER- TOP CHORD 2x4 SP No 2 BRACING - PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=223(LC 10) Max Uplift 3=-151(LC 10), 2=-325(LC 10), 4=-86(LC 7) Max Grav 3=156(LC 15), 2=339(LC 1), 4=105(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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 (lf=lb) 3=151, 2=325. October 99 9f19f1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf Qualify Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 12/5 WATERSTONE 2516670 E7 Jack -Open Truss 10 1 T21655036 Builders FirstSource (Plant Citv_ FLL Flanr ciw FI _ azAa7 Job Reference o tional -j. — muumnes, mG. vve0 Uct Zl IO:3Z:Z3 ZUZU Page 1 ID:g65k6Z?uV IIUQXUS7?YA4XyW46R-Uke3khuTogPHZi WmEi4deRgxVggaNIVF37a2?RyR8uc -1-4-01-400 1 7-0-0 7-0-0 Scale = 1:23.0 7- Plate Offsets (X,Y)— [2:0-2-10,0-1-81 LOADING (psf) SPACING- 2-0-0 DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 ::BC0.72 Vert(LL) 0.19 4-7 >436 240 MT20 244/190 BCLL 0.0 Rep Stress Incr YES Vert(CT) Horz(CT) -0.21 -0.01 4-7 3 >400 n/a 180 n/a BCDL 10.0 Code FBC2017/TPI2014 Weight: 24 lb FT = 20 r..urvroerc- TOP CHORD 2x4 SIP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-162(LC 10), 2=-185(LC 10) Max Grav 3=199(LC 15), 2=343(LC 15), 4=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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) except Qt=lb) 3=162,2=185. October 22,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not e a truss system. Before use, the building designer must verify the 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 ANSUTPN Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty 12/5 WATERSTONE 2516670 E7P Jack -Open Truss 2 ��Job T21655037 Builders FirstSnurce /Plnnf r:ifv PI t Di— ra„ ri _ —, eferenceo tional 1-4-0 3xb —i 1.5x8 STP = wr a <UCU MI I UK mausmes, Inc. vvea Vct 21 15:32:24 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-ywBRxlv5ZTX8Bs5yoQbsBfN3Y4Bo6CIPInJcXuyR8ub 7-0-0 Scale = 1:23.4 elate Uttsets (X,Y)— 12:0-2-14 0-1-8) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 TCDL Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.18 4-6 >453 240 MT20 244/190 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.16 4-6 >519 180 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 Matdx-MP Weight: 30 lb FT = 20% LUMCtK- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=242(LC 10) Max Uplift 3=-155(LC 10), 2=-320(LC 10), 4=-135(LC 10) Max Grav 3=164(LC 15), 2=336(LC 1), 4=141(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=155, 2=320, 4=135. October 22,2020 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use onlywith MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing 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 ANS117P/1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1�WATERSTONE 2516670 E7V JACK -OPEN TRUSS 6 1Builders T21655038 FirstSource !Plant Cifv FI 1 PInM rih, M _ 7Crn7 Job Retional a cu mi I UK inuusfnes, Inc. Wea Uct 21 15:32:24 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-ywBRx1v5ZTX8Bs5yoQbsBfN5D48P6CIPInJcXuyR8ub -1-4-0 7-0-0 1 4-0 7-0-0 M c? N 3x6 O ri Scale=1:22.6 date Uttsets (X,Y)— [2:0-0-14 0-0-71, [2:0-0-11 1-2-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.86 Vert(LL) 0.26 4-7 >316 240 MT20 2441190 BCLL 0.0 Rep Stress Incr YES BC 0.87 WB 0.00 Vert(CT) Horz(CT) -0.23 -0.02 4-7 3 >361 n/a 180 n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 27 lb FT = 20% LUIYItitK- TOP CHORD 2x4 SP NO.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-150(LC 10), 2=-179(LC 10), 4=-14(LC 10) Max Grav 3=188(LC 15), 2=341(LC 15), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or5-2-14 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 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) 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) 4 except Qt=lb) 3=150, 2=179. October 22.2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTekm connectors. This design is based only upon parameters shown, and is for an individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTe_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 ANSI/TPfi Quality Criteria, DSB-89 and BCSI Building Component Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 12/5 WATERSTONE 2516670 H6A DIAGONAL HIP GIRDER 1 1 T21655039 Builders Firc}Grnuro !Plant Cih, PI 1 oi�.a ra., ❑I Job Reference (optional) -- - - — ---- V <UCU Mi I eR mausures, Inc. vvea uct zi Ib:32:25 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-Q71g9NwkKnf?pOg8 M765jsvMiUU6rdRYW R394KyR8ua -1-10-10 4-7-14 11-8 1-10-10 8-3-10 4-7-14 4-3-10 Scale = 1:21.0 3x6 = 3x4 = Q -14, 8-10-0 8 11r8 O-4 14 A_S_7 _ rz Plate Offsets (X,Y)— [2:0-1-2,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.49 Vert(LL) 0.36 6-10 >295 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.33 6-10 >324 180 BCLL 0.0 * Rep Stress Incr NO WB 0.16 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 37 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-6-1, 6=Mechanical Max Horz 2=223(LC 8) Max Uplift 4=-132(LC 8), 2=-579(LC 8), 6=-289(LC 8) Max Gram 4=127(LC 28), 2=553(LC 28), 6=233(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-508/369 BOT CHORD 2-6=-410/384 WEBS 3-6=-414/442 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) N/A 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 Ot=lb) 4=132,2=579,6=289. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 141 lb down and 120 lb up at 1-5-12, 141 lb down and 120 lb up at 1-5-12, 100 lb down and 70 Ito up at 4-3-11, 100 lb down and 70 lb up at 4-3-11, and 138 Ito down and 146 Ito up at 7-1-10, and 138 lb down and 146 lb up at 7-1-10 on top chord, and 146 lb down and 91 lb up at 1-5-12, 146 lb down and 91 lb up at 1-5-12, 3 lb down and 8 lb up at 4-3-11, 3 lb down and 8 lb up at 4-3-11, and 25 lb down and 29 lb up at 7-1-10, and 25 lb down and 29 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, 5-7=-20 Concentrated Loads (lb) Vert: 11=62(F=31, B=31) 13=-46(F=23, B=23) 14=83(F=42, B=42) 15=17(F=8, B=8) 16=-25(F=-13, B=-13) October 22,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 12/5 WATERSTONE 2516670 H7 DIAGONAL HIP GIRDER 2 1 T21655040 Builders FirstSource (Plant Citv. FLl_ Plant rit„ 7 PI - 7SR7 Job Reference o tional - --- - e.44u s ULI a 262u mI I eK maustnes, Inc. Wed Oct 21 15:32:26 2020 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-uJJCMjxM54nsQ9FLwrdKG4SPdupsa xil5oicmyR8uZ -1-10-10 4-P-0 -10 9-101 3 1-10 4-2-0 5-8-3 Scale = 1:22.0 4xb = 3x6 = 5 Plate Offsets (X Y)-- [2:0-1-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.27 6-9 >440 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.54 6-9 >216 180 BCLL 0.0 * Rep Stress Incr NO WB 0.53 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 42 lb FT = 20 LUIVI6GK- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-167(LC 8), 2=-233(LC 8), 6=-60(LC 8) Max Grav 4=157(LC 28), 2=516(LC 1), 6=333(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-838/348 BOT CHORD 2-6=-4321794 WEBS 3-6=-822/447 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-11-7 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.Opsf; h=15ft; 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 2) N/A 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) 6 except Qt=lb) 4=167,2=233. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 61 lb up at 1-4-15, 103 lb down and 61 lb up at 1-4-15, 113 lb down and 83 lb up at 4-2-15, 113 lb down and 83 lb up at 4-2-15, and 154 lb down and 147 lb up at 7-0-14, and 154 lb down and 147 lb up at 7-0-14 on top chord, and 49 lb down and 40 lb up at 1-4-15, 49 lb down and 40 lb up at 1-4-15, 21 lb down at 4-2-15, 21 lb down at 4-2-15, and 42 lb down at 7-0-14, and 42 lb down at 7-0-14 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, 5-7=-20 Concentrated Loads (lb) Vert: 11 =-71 (F=-36, B=-36) 13=-1O(F=-5, B=-5) 14=-61(F=-30, B=-30) October 22,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based 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 R A'r�l�• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the V� K fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPll quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty 2516670 H7P DIAGONAL HIP GIRDER 1Rilrlars �PlyLOTiVSWATERSTONET21655041 FirstRr rca (Plant rity Fl t Punt ru., Ci _ ��G°� eference(optional)' - - - --- 8.420.5 Ocf a zuzu Mk I eK Industries, Inc. Wed Oct 21 15:32:27 2020 Page 1 I D:g65k6Z?uVliuQXUS7?YA4XyW46R-MVtaa3y_rOvj2JgXTY8ZpH?egIFPJSnr_IYG8DyR8uY -1-10110 4-2-0 9-10-13 1-10-10 4-2-0 5-8-13 Scale = 1:22.0 vxo — 3x6 = 5 Plate Offsets (X,Y)— [2:0-1-10,Edge] ° LOADING (psf) SPACING- 2-0-0 DEFL, in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TICVert(LL) 0.48 6-9 >245 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 =0.47Vert(CT) -0.46 6-9 >253 180 BCLL 0.0 Rep Stress Incr NO Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Weight: 42 lb FT = 20% LUmtitR- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-162(LC 8), 2=-449(LC 8), 6=-345(LC 5) Max Grav 4=157(LC 28), 2=516(LC 1), 6=314(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-756/651 BOT CHORD 2-6=-742/724 WEBS 3-6=-749/768 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) N/A 3) This truss has been designed fora 10.0 psf bottom chard live load nonconcurrent with any other jive 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) 4=162, 2=449, 6=345. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 61 lb up at 1-4-15, 103 lb down and 61 lb up at 1-4-15, 103 lb down and 93 lb up at 4-2-15, 103 lb down and 93 lb up at 4-2-15, and 139 lb down and 161 lb up at 7-0-14, and 139 lb down and 161 lb up at 7-0-14 on top chord, and 103 lb down and 36 lb up at 1-4-15, 103 lb down and 36 lb up at 1-4-15, 11 lb down and 4 lb up at 4-2-15, 11 lb down and 4 lb up at 4-2-15, and 34 lb down and 44 lb up at 7-0-14, and 34 lb down and 44 lb up at 7-0-14 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, 5-7=-20 Concentrated Loads (lb) Vert: 11 =-71 (F=-36, B=-36) 13=-1O(F=-5, B=-5) 14=-61(F=-30, B=-30) October 22,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek®conneclors. 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 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 ANSUTF11 Quality Criteria, DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1215 WATERSTONE 2516670 H7V DIAGONAL HIP GIRDER 1 1 T21655042 IDI—f r^a., M t oi.. 1:1.. Job Reference (optional) '- -- - -• •-••• r• - """ o2zu 5 uct 'd ZUGU mi I etc maustfleS, Inc. Weal Uct 21 15:32:28 2020 Page 1 4-4-7 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-riRyn Pyccil agTPjl GgoLVXgth We2rR_DPHpgfyR8uX -1-10-10 1-10-10 95-6- 13 4-4-7 5-66 -6 Scale=1:22.9 3x4 4-4-7 -5-6-6- Plate Offsets (X Y)— [2:0-2-11 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.18 6-7 >645 180 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Harz 2=241(LC 8) Max Uplift 4=-162(LC 8). 2=-210(LC 8). 5=-73(LC 8) Max Grav 4=174(LC 28), 2=517(LC 1), 5=315(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1471/457 BOT CHORD 2-7=-535/1378, 6-7=-549/1384 WEBS 3-7=0/257, 3-6=-1354/532 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; 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 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 (jt=lb) 4=162, 2=210. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 61 lb up at 1-4-15, 100 lb down and 61 lb up at 1-5-0, 115 lb down and 88 lb up at 4-2-15, 115 lb dawn and 88 lb up at 4-2-15, and 155 lb down and 151 lb up at 7-0-14, and 155 lb down and 151 lb up at 7-0-14 on top chord, and 40 lb down and 15 lb up at 1-4-15, 40 lb down and 15 lb up at 1-5-0,_20 lb down at 4-2-15, 20 Ib down at 4-2-15, and 42 lb down at 7-0-14, and 42 lb down at 7-0-14 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, 5-8=-20 Concentrated Loads (lb) Vert: 7=-8(F=-4, B=-4) 12=-73(F=-36, B=-36) 14=-59(F=-29, B=-29) October 22,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTeW 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 Mire 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 ANSbTP/f quality Criteria, DSB-89 and SCSI Building Component Blvd. e kEast Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 ParFL 36610 East Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 11.. and fully embed teeth. Ole For 4 x 2 orientation, locate plates 0- '14' 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 C7-2 C2-3 o WEBS AL4OO U O p ~ C7-8 C6.7 C5-6 BOTTOM CHORDS ~ 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 ® 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 ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.