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HomeMy WebLinkAboutTruss411 - r 249 Maitland Avenue, Suite 3000 Altamonte Springs, Florida 32701 rF D P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES January 20, 2020 Building Department Ref: Lot: Subdivision: Address: Model: KA # Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Adams Homes Lot 37 Blk 50 Sec 7 Indian River Estates 5213 Birch Drive 2010 A LH 20-0025 Builders First Source 1/15/20 2218465 160 C Thomas A. Albani To whom it may concern, RECEIVED APR 2.3 2020 Permitting Department St. Lucie County 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,®e®1e0@ellad, Io �6 . N 1 /20/2020 Op Carl A. Brown, P.E. Luis PaV'94' �ri )? ,.°° r $'Todd M. Born, P.E. FL. # 56126 FL. # 87864,.�0®4 e FL. # 82126 "Doing Business with a Service Mindset and an Eye for Detail" SD-OU-UU 19-00-00 U U U U U U C1 C7 C5 Q c Q Q Q D -00-0 Q Q VA O Q 1 CD Q 0 0 O Q On CD Q O Q O Q O Q 1 O Q alinv 6-00- Q / 0 O CD O 07 • 03 O m O m � A O M C1 C33 C5 7-00-00 7-00-00 A � 0ID N . 8 D O O 5 3 C1 0 0 9 °J O O31 I V � 013 Bri — r0 W .o ,6 y� co D05 D05 D05 0 b exp 8'-0' sed t CLG wind P, 0 y A P 'n A U U U � 0 3P 1 p DO 0 D03 0 D02 D01 C5 C3 C1 c o 8'-0° CLG U U U 6-04-00 0 C5 C3 C1 V 7(4 U U U U U U 20-00-00 22-04-00 12-08-00 55-00-00 REVIEWED ❑ REVISE AND RESUBMIT ❑ REVIEWED WITH NOTATIONS ❑ NOT REVIEWED (SEE EXPLANATION) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve con- tractor from Compliance with requirements of the draw- ings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and corelating all quantities and dimen- sions, selecting fabrication processes and techniques of construction, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. FLORIDA DESIGN SOLUTIONS, I e p� I L� 20 By Submittal -Bo. Project No. Project Erg. Project Name - VERIFY ALL UMENSIONS AND CEIUNG COMUONS PRIOR TO APPROVAL SOME CEILING FRAMING REQUIRED IN RELD BY BUILDER MAIN VAND FORCE RESISTING SYSTEMIGC HYBRID MIND ASCE7.10 ENCLOSED IMPORTANT EXPOSURE CATEGORY C OCCUPANCY CATEGORY r WINaID IMPORTANCE VD LOAD IN FACTOR 1.00 CE This Drawing Must Be Approved And Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FORA 10.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENT WITH ANY OTHER I NE 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: 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! 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. (is. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Sourc,e. 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 S¢E: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2017 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJECT. Single Family MODEL: 2010 A 10X20 LANAI ADDRESS: 1 5213 BIRCH DR LOT I BLOCK: 3715017 SUBDIVISION: I LUCIE COUNTY CITY: FORT PIERCE DRAWN BY: KTEUBER JOB 0 : 2218465 DATE: 101115120201 SCALE: NTS PLAN DATE: 2020 REVISIONS: z. 3. 4. L� Builders FIPStSOI rce 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 RECEIVED APR 2 3 2020 MiTekPermitting Department St. Lucie County RE: 2218465 MiTek USA, Inc. LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY 6904 Parke East Blvd. Tampa, FL 33610-4115 Site. Information: Customer: Adams Homes Port St Lucie Project Name: 2218465 Lot/Block: 37/50/7 Model: 2010 A 20X10 LANAI Address: 5213 BIRCH DR Subdivision: INDIAN RIVER ESTATES/ST LUCIE COUNTY City: FORT PIERCE State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 39 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T19149471 A01 1/15/2020 21 T19149491 B05 1/15/2020 2 T19149472 A02 1/15/2020 22 T19149492 B06 1/15/2020 3. T19149473 A03 1/15/2020 23 T19149493 C1 1/15/2020 4 T19149474 A04 1/15/2020 24 T19149494 C1P 1/15/2020 5 T19149475 A05 1/15/2020 25 T19149495 C3 1/15/2020 6 T19149476 A06 1/15/2020 26 T19149496 C3P 1/15/2020 7 T19149477 A07 1/15/2020 27 T19149497 C5 1/15/2020 8 T19149478 A08 1/15/2020 28 T19149498 C5P 1/15/2020 9 T19149479 A09 1/15/2020 29 T19149499 DO1 1/15/2020 10 T19149480 A10 1/15/2020 30 T19149500 D02 1/15/2020 11 T19149481 All 1/15/2020 31 T19149501 D03 1/15/2020 12 T19149482 Al2 1/15/2020 32 T19149502 D05 1/15/2020 13 T19149483 A13 1/15/2020 33 T19149503 E7 1/15/2020 14 T19149484 A14 1/15/2020 34 T19149504 E7P 1/15/2020 15 T19149485 A15 1/15/2020 35 T19149505 1-16P 1/15/2020 16 T19149486 A16 1/1.5/2020 36 T19149506 H7 1/15/2020 17 T19149487 B01 1/15/2020 37 T19149507 117P 1/15/2020 18 T19149488 B02 1/15/2020 38 T19149508 L05 1/15/2020 19 T19149489 B03 1/15/2020 39 T19149509 L06 1/15/2020 20 T19149490 B04 1/15/2020 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: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIITPI 1, Chapter 2. %% �� r, A 4 XN 0 380 •OF ,, •• 0. , % Thomas A. Alban! PE No.39380 MITek USA, Inc: FLCert 6634 6904 Parke East Blvd. Tampa FL 33610 January 15, 2020 1 of 1 Albani, Thomas Job Truss Truss Type !% Qty Ply LOT 37/5017 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149471 2218465 A01 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant -City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MI I ek Industries, Inc. Wed Jan 1 b Ib:29:3b 2u2u rage 1 I D:GZkZSXBELDNJdjXs77W skQzGxTm-L8iwK7W b9tjlxv?_goY806Q_Y8[2mlN3BcF7Ewzv3n_ T1-4-Q 6-6.0 12.6-0 18.6-0 24-4-0 30.8-0 36-5-0 39.3-12 42-9-0 44-1-0 1 4 0 6-6-0 6-0.0 6-0-0 5-10.0 6-4-0 5-9-0 2-10-12 3-5-4 1-4.0 M O 5x6 = B.00 112 Scale = 1:79.0 4x6 3x6 = 3.00 12 5x8 = 5x8 = 1.5xB STP= Sx6 = 6-6-0 12-6-0 18-6.0 24-4-0 30-8-0 36-5.0 36r6-0 42-9-0 6-6-6 6-0.0 6-0-0 5-10-0 6-4-0 5-9.0 0-9-0 6-1-0 Plate Offsets (X Y)-- 12:0-1-14 Edge] [3:0-3-0 0-3-0] [8:0-7-12,0-2-12], [12:0-3-0,0-3-4], [13:0-3-8,0-2-81, [14:0-5-4,0-2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.48 16-17 >912 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.64 16-17 >687 180 BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(CT) 0.29 12 n/a n/a BCDL 10.0 Code FBC2017[TPI2014 Matrix -AS Weight: 230 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-16: 2x4 SP No.1 WEBS 1 Row at midpt 4-15, 8-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1249/0-8-0, 12=28B1/0-8-0, 10=-823/0-3-8 Max Harz 2=-408(LC 10) Max. Uplift 2=-787(LC 12), 12=-1684(LC 12), 10= 974(LC 17) Max Grav 2=1249(LC 1), 12=2881(LC 1), 10=202(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3771/2147, 3-4=-3108/1797, 4-5=-1396/1046, 5-6=-1399/1054, 6-7=-1287/960, 7-8=-531/459, 8-9=-1293/2444, 9-10= 1111/2254 BOT CHORD 2-17=-1770/3663, 16-17=-1787/3675, 15-16=-1246/2901, 14-15=-468/1128, 13-14=-177/571, 12-13=-1878/1240, 10-12= 1961/1128 WEBS 4-15= 2085/1145, 5-15=-553/882, 6-15=-215/350, 6-14=-483/320, 7-14=-325/774, 7-13=-1190/908, 8-13=-1588/2611, 8-12= 2635/1649, 4-16=-706/1763, 3-16— 672/527, 9-12= 221/417 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 18-6-0, Exterior(2) 18-6-0 to 22-6-0, Interior(1) 22-6-0 to 36-5-0, Exterior(2) 36-5-0 to 40-5-0, Interior(1) 40-5-0 to 44-1-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 10 SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=787, 12=1684, 10=974. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Thomas A. Alban! PE No.36380 sheetrock be applied directly to the bottom chord. MlTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 336i0 Date: January 15,2020 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �'* a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTel 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, seeANSVMII Quality Cdtoda, DSB-69 and BCSI BuBding Component 6904 Parke East Blvd. Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type A, i City. Ply LOT 37150/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149472 2218465 A02 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 Mi rek Industries, Inc. Wed Bann 5 15:29:36 2020 rage 1 ID:GZkZSXBELDNJdjXs77WskQzGxTm-pKFIYTW DwArcY3aADV4NwKy9RYdeVrEDNG?gmMzv3mz 11-4-Q 6-6-0 12-6-0 18-6-0 24.4-0 28-B-0 34-5-0 , 38.3-12 4- -0 44-1-Q 1-4-0 6-6-0 6.0-0 6-0-0 5.10-0 4-4-0 5-9.0 . 3.10-12 4-5.4 1-4-0 5x6 = 6.00 12 3.00 12 5x8 = V 1.5x8 STP = 46 = 3x6 = 5x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress lncr YES BCDL 10.0 Code FBC2017[TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except` 2-16: 2x4 SP No.1 WEBS 2x4 SP No.3 18-6-0 2-3-0 3x6 = Scale = 1:81.9 CSI. DEFL. in (loc) Weil Ud PLATES GRIP TC 0.69 Vert(LL) 0.4616-17 >943 240 MT20 244/190 BC 0.80 Vert(CT) -0.6213-14 >702 180 WB 0.63 Horz(CT) 0.31 12 n/a n/a Matrix -AS Weight: 233 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 7-13, 8-12 REACTIONS. (lb/size) 2=1230/0-8-0, 10=-745/0-3-8, 12=2822/0-8-0 Max Harz 2=-408(LC 10) Max Uplift 2=-774(LC 12), 10=-934(LC 17), 12=-1678(LC 12) Max Grav 2=1230(LC 1), 10=166(LC 12), 12=2822(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3697/2108, 3-4= 3028/1750, 4-5=-1344/1021, 5-6=-1343/1022, 6-7=-1178/924, 7-8= 356/902, 8-9=-1205/2340, 9-10=-1100/2182 BOT CHORD 2-17=-1732/3609, 16-17=-1749/3621, 15-16— 1203/2843, 14-15=-412/1048, 13-14=-292/685, 12-13=-895f759, 10-12— 1878/1141 WEBS 3-16=-677/533, 4-15=-2060/1121, 5-15=-512/823, 6-15=-205/352, 6-14=-463/292, 7-14=-148/569, 7-13=-1866/1294, 8-13=-530/1262, 4-16=-684/1739, 8-12=-2799/1495, 9-12=-257/410 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 18-6-0, Exterior(2) 18-6-0 to 22-6-0, Interior(1) 22-6-0 to 34-5-0, Exterior(2) 34-5-0 to 38-5-0, Interior(1) 38-5-0 to 44-1-0 zone; porch right exposed;C-C for members and forces & MW FRS 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) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 10 SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSIfTPI 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=774, 10=934, 12=1678. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. ` Design valid for use only with MITek9 connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Criteria. DSB-89 and SCSI Buading Component 6904 Parke East Blvd. Safety Informationavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type { r Qty Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149473 2218465 A03 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MI rek Industries, Inc. wed Jan I 1 b:29:31s 2UZU rage T ID:GZkZSXBELDNJdjXs77WskQzGxTm-miN2y9YTRo5KoNkZLw6r012UFLKpzhRWraUngFzv3mx T1-4-q 6.6-0 12-6-0 18-6.0 24-4-0 26-8-0 32-5-0 36.4-0 42-9-0 44-1-q 1-4-0 6-6.0 6.0-0 6.0.0 5-10.0 2-4-0 5-9-0 3-11-0 6-5-0 1-4-0 6.00 5x6 = Scale = 1:79.0 Cb m '6 I!}� N 4x6 3.00 F12 6-0-0 14 13 12 5x8 = 3x6 = 6xB = 1.5xB STP = 5x6 = 36-4.0 36r8.0 42-9-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.47_ 16-17 >926 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.63 16-17 >696 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.31 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 236 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-16: 2x4 SP No.1 WEBS 1 Row at micipt 4-15, 7-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1244/0-8-0, 12=2730/0-8-0, 10=-666/0-3-8 Max Harz 2= 408(LC 10) Max, Uplift 2=-786(LC 12), 12=-1597(LC 12), 10=-889(LC 17) Max Grav 2=1244(LC 1), 12=2730(LC 1), 10=97(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3750/2186, 3-4=-3085/1827, 4-5=-1381/1074, 5-6=-1379/1068, 6-7=-1201/1028, 7-8=-174/266, 8-9=-194/304, 9-1 0=-1 097/2160 BOT CHORD 2-17=-1796/3655, 16-17— 1813/3667, 15-16=-1272/2892, 14-15=-494/1096, 13-14=-467/940, 12-13=-1853/1161, 10-12=-1837/1151 WEBS 3-16=-673/525, 4-15=-2080/1152, 5-15=-553/853, 6-15=-199/342, 6-14=-408/212, 7-14=-22/343, 7-13=-1452/982, 8-13=-296/229, 9-13=-1150/2220, 9-12=-2575/1659, 4-16=-718/1761 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 18-6-0, Exterior(2) 18-6-0 to 22-6-0, Interior(1) 22-6-0 to 32-5-0, Extedor(2) 32-5-0 to 36-4-4, Interior(1) 36-474 to 44-1-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit. between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss_ to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=786, 12=1597, 10=889. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Thomas A. Albani PE No.39380 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33010 Date: January 15,2020 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev, 1010312015 BEFORE USE. * Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not mi 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' 1s always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII QualHy Criteria, DSB49 and -Ill Building Componont 6904 Parke East Blvd. Safety Infonnatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type L r Oty Ply LOT 37/5017 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149474 2218465 A04 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Inc. Wed Jan 15 15:29:39 2020 Page 1 6.00 dI 0 30-5-0 36-4-4 6.0-0 6-2-0 5-9-0 5x6 = Scale = 1:79.0 73 — 12 11 3.00 12 5x8 = 4x6 = 3x6 = 1.5x8 STP = 4x6 5x6 = 6-6-0 12-6-0 18-6-0 24-4.0 30-5-0 36-4-4 36r�-0 _ 42-9-0 6-6-0 6-0-0 6.0-0 5-10-0 6-1-0 5-11-4 0- -12 6-1-0 Plate Offsets (X Y)-- [2:0-1-14 Edge] [3:0-3-0 0-3-0] [7:0-6-0 0-2-8], [11:0-3-0,0-3-01, 113:0-5-4,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.49 15-16 >889 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.65 15-16 >673 180 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(CT) 0.30 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 233 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4'SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-15: 2x4 SP No.I WEBS 1 Row at midpt 4-14, 7-13, 8-12 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1264/0-8-0, 11=2597/0-8-0, 9=553/0-3-8 Max Horz 2= 408(LC 10) - Max Uplift 2=-799(LC 12), 11=-1513(LC 12), 9=-806(LC 17) Max Grav 2=1264(LC 1), 11=2597(LC 1), 9=26(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3863/2266, 3-4=-3169/1906, 4-5=-1435/1129, 5-6=-1434/1115, 6-7=-1167/1064, 7-8=-600/516, 8-9=-945/1964 BOT CHORD 2-16=-1861/3770, 15-16=-1879/3783, 14-15=-1344/3018, 13-14=-570/1163, 12-13=-65/415, 11-12=-1671/1001, 9711=-1657/991 WEBS 3-15=-661/519, 4-15=-752/1818, 4-14=-2138/1185, 5-14=587/894, 6-14=-184/312, 6-13=-1012/747, 7-13=-785/1180, 8-12=-1173/2280, 8-11=-2423/1636, 7-12— 947/675 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second'gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 18-6-0, Exterior(2) 18-6-0 to 22-6-0, Interior(1) 22-6-0 to 30-5-0, Exterior(2) 30-5-0 to 34-5-0, Interior(1) 34-5-0 to 44-1.0 zone; porch right exposed;C-C for members and forces & MW FRS 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) Bearings are assumed to be: , Joint 9 SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=799, 11=1513, 9=806. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert6834 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent 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, seeANSVIPII Quality Criteria, DSB-89 and SCSI BuOdMp Component 6904 Parke East Blvd. Safety Infonnationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ( a City Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149475 2218465 A05 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:29:40 2020 Page 1 ID:GZkZSXBELDNJdjXs77WskQzGxTm-i5VpNrZjzPL21 htySL8J5A7nC9_gRZ8oluzuv7zv3mv T1-4-Q 6-6-0 4 12-6-0 18-6-0 22-8-0 2B-5-0 7-11 36.4-4 _ 42-9.0 44-1-Q 1-4.0 6-6-0 6-0-0 6-0.0 4-2-0 5-9-0 -6-4-12 1-4-0' dI 0 5x6 = 6.00 112 16 12 11 Scale = 1:79.0 4x6 3x6 = 3.00 12 5x6 = 3xB = 1.5x8 STP = 5x6 = 6-6-0 12-6-0 18-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). 'I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.49 15-16 >882 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT).-0.6515-16 >666 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.31 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 237 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-15: 2x4 SP No.1 WEBS 1 Row at midpt 4-14, 8-12, WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1277/0-8-0, 11=2510/0-8-0, 9=-479/0-3-8 Max Horz 2=-408(LC 10) Max Uplift 2=-805(LC 12), 11= 1473(LC 12), 9=-721(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3891/2326, 3-4=-3210/1970, 4-5=-1469/1169, 5-6— 1437/1166, 6-7=-1010/975, 7-8=-8251706,8-9=-871/1759 BOT CHORD 2-16=-1900/3795, 15-16=-1919/3808, 14-15=-1392/3046, 13-14_ 605/1272, 12-13=-215/629, 11-12=-1420/868, 9-11=-1471/907 WEBS 3-15=-658/506, 4-15=-774/1830, 4-14=-2151/1216, 5-14=-707/976„7-12=-711/559, 8-12=-1144/2178, 8-11=-2319/1632, 6-14=-188/285, 6-13= 936/622, 7-13=-511/791 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 18-6-0, Exterior(2) 18-6-0 to 22-8-0, Interior(1) 22-8-0 to 28-5-0, Exterior(2) 28-5-0 to 32-5-0, Interior(1) 32-5-0 to 44-1-0 zone; porch right exposed;C-C for members and forces & MW FRS 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSIlFPI 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 at=lb) 2=805, 11=1473, 9=721. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. m a OIT 0 Thomas A. Alban! PE No.38380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date; January 15,2020 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer mustverify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type 4 0 City Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149476 2218465 A06 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed .Ian 15 15:29:41 2U20 Page 1 I D:GZkZSXBELDNJdjXs77 W skQzGxTm-AH3BbAaMkjTvfgSB02fYdNgzfZLPA2zyXXi RRazv3mu 11-4-q 6-6.0 12-5-12 12-�-0 18.6-0 20-8.0 24-4-0 26-5.0 30-4-4 36-4-5 42-9-0 44-1-Q 1-4-0 6-6-0 5-11-12 0- •4 6.0-0 2-2.0 3-8-0 2-1-0 3-11-4 6-0-1 6-4-11 1-4-0' 5x6 = snn F1-9- 5x6 = 6 5x6 = Scale = 1:79.0 15 14 13 12 3x6 = 3.00 12 3x6 = 3x8 = 4x6 = 1.5x8 STP = 4x6 % 5x6 = 6-6.0 12-6-0 18.6-0 20-8-0 24-4-0 26-5-0 30-4-4 36.8-0 B-B-n 6-0-0 6.0-0 2-2-0 3-8-0 2-1-0 3-11-4 6-3-3-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 ' Vert(LL) 0.49 17-18 >896 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.65 17-18 >675 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.34 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 248lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied. 2-17: 2x4 SP No.1 WEBS 1 Row at midpt 4-16, 9-13, 6-14 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1252/0-8-0, 12=2674/0-8-0, 10— 619/0-3-8 Max Harz 2=-408(LC 10) Max Uplift 2=-790(LC 12), 12=-1573(LC 12), 10=-866(LC 17) Max Grav 2=1252(LC 1), 12=2674(LC,1), 10=77(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3812/2234, 3-4=-3127/1902, 4-5=-1393/1079, 5-6— 1331/1142, 6-7=-690/763, 7-8=-769/780, 8-9— 519/435, 9-10=-1088/2097 BOT CHORD 2-18— 1850/3723, 17-18=-1868/3737, 16-17=-1343/2976, 15-16=-467/1221, 14-15=-453/1180, 13-14= 26/380, 12-13=-1727/1097,10-12=-1774/1131 WEBS 3-17=-660/508, 4-17=-761/1812, 4-16=-2131/1205, 5-16=-720/950, 8-14= 323/730, 8-13=-947/670, 9-13=-1223/2256, 9-12=-2506/1661, 6-14=-1016/575, 6-16=-211/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 18-6-0, Exterior(2) 18-6-0 to 20-8-0, Interior(1) 20-8-0 to 26-5-0, Exterior(2) 26.5-0 to 30-4-4, Interior(1) 30-4-4 to 44-1.0 zone; porch right exposed;C-C for members and forces & MW FRS 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) All bearings are assumed to be SYP Not crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 2=790, 12=1573, 10=866. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrockbe applied directly to the bottom chord. Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. January 15,2020 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. f0/0312015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a.truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIMII Quality Cdtedo, DSO-69 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type 4 1 City Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149477 2218465 A07 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6'2019 MiTek Industries, Inc. Wed Jan 15 15:29:43 2020 Page 1 I D:GZkZSXBELDNJdjXs77W skQzGxTm-6gBxOsccGKjdu8cXBTiOjol KhMOW eyl F_rBYVSzv3ms r1-4-q 6-6-0 12-6-0 18-4-0 24-5-0 30-4-5 36-4-4 42.9.0 44-1-Q 1-4.0 6-6-0 6.0-0 5-10-0 6-1-0 5-11-5 5-11_15 6-4-12 1-4-0 0 O . 3.00 12 3x8 6-6-0 5x6 = 5x8 = B_nn F19 524 25 26627 Scale=1:77.6 O 13 12 11 = 5x6 = 4x6 = 1.5x8 STP = 3x6 5x6 = 30-4-5 36-4-4 36,8-0 42-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.48 15-16 >908 240 MT20 TCDL 7.0, Lumber DOL 1.25 BC 0.78 Vert(CT) -0.64 15-16 >684 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.30 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 240lb LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-15: 2x4 SP No.1 WEBS 1 Row at midpt 4-14, 6-13, 8-12. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1275/0-8-0, 11=2520/0-8-0, 9=-488/0-3-8 Max Harz 2=-405(LC 10) Max Uplift 2=-805(LC 12), 11=-1470(LC 12), 9=-759(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3963/2451, 3-4=-3245/2132, 4-5=-1468/1208, 5-6=-1253/1192, 6-7=-981/951, 7-8=-671/555,8-9=-902/1864 BOT CHORD 2-16=-2069/3859, 15-16=-2088/3874, 14-15=-1572/3109, 13-14=-304/857, 12-13— 157/471, 11-12=-1529/974, 9-11=-1566/1001 WEBS 3-15=-658/505, 4-15=-858/1863, 4-14— 2170/1334, 5-14=-176/376, 6-14=-447/871, 6-13= 566/309, 7-13=-276/676, 7-12=-922/707, 8-12=-1194/2151, 8-11=-2346/1598 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp Q. Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 18-4-0, Exterior(2) 18-4-0 to 23-11-14, Interior(1) 23-11-14 to 24-5-0, Exterior(2) 24-5-0 to 30-4-5, Interior(1) 30-4-5 to 44-1-0 zone; porch right exposed;C-C for members and forces & MW FRS 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) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 9 SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) - 2=805, 11=1470, 9=759. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. GRIP 244/190 FT = 20% Thomas A. Alban! PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 0 WARNING - VerOy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. * Design valid for use only'with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 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, seeANSVFPII Quality CrBeda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infoanatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ( City Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149478 2218465 A08 Hip Truss 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:29:44 2020 Page 1 ID:Q4ZhP1YBbM7gtQk637fmDgzGuaB-askKDCdE1 esUW IBjhBD FFOI UumMKNOyODVx52vzv3mr T1-4-q 6-6-0 12-6-0 20-4.0 22-5-0 24-4.0 30-4-4 36.3-1 36 4-4 42-9.0 ft4-1-0 1-4.0 6-6.0 6-0-0 7-10-0 2.1.0 1-11-0 6.0-4 5-10-13 0-1-3 6-4-12 1-4.0 O 3.00 12 3x8 6.6-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-15: 2x4 SP No.1 WEBS 2x4 SP No.3 "Except* 6-13: 2x4 SP No.2 Sx8 = 5x8 = ^.` 13 12 11 5x6 = 46 = 1.5xB STP = 5x6 = 7-10-0 4-0-0 6-0-4 6-0-0 0-312 6-1-0 ],[6:0-4-8,0-1-121,[8:0.4-0,0-3-0] [11:0-3-0,0-3-0] CSI. DEFL. in (loc) I/clef! Ud PLATES TC 0.79 Vert(LL) 0.50 15-16 >873 .240 MT20 BC 0.81 Vert(CT) -0.6515-16 >666 180 WB 0.84 Horz(CT) 0.33 11 n/a n/a Matrix -AS Weight: 247 lb BRACING - TOP CHORD � Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-12, 6-13 2 Rows at 1/3 pts 4-14 REACTIONS. (lb/size) 2=1273/0-8-0, 9=-504/0-3-8, 11=2539/0-8-0 Max Harz 2=-446(LC 10) Max Uplift 2=-803(LC 12), 9=-778(LC 17), 11=-1485(LC 12) Max Grav 2=1273(LC 1), 9=2(LC 12), 11=2539(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3942/2307, 3-4=-3252/2009, 4-5=-1214/1008, 5-6=-1007/1027, 6-7= 966/907, 7-8=-672/522, 8-9— 896/1907 BOT CHORD 2-16=-1937/3870, 15-16=-1948/3889, 14-15=-1478/3171, 13-14=-249/953, 12-13=-131/478, 11-12=-1627/983, 9-11=-1606/968 WEBS 3-15=-615/472, 4-15=-776/1897, 4-14=-2398/1400, 5-14=-238/361, 6-14=-366/848, 7-13=-167/649, 7-12=-942/701, 8-12=-1200/2243, 8-11=-2364/1534, 6-13=-616/202 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 20-4-0, Exterior(2) 20-4-0 to 28-0-14, Interior(1) 28-0-14 to 44-1-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSIIfPI 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=778, 11=1485. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Scale = 1:78.3 3x6 GRIP 244/190 FT = 20% Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1114I1-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a Truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate This design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeMSIMII Quality Cdteda, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Infomratlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type t City Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149479 2218465 A09 Hip Truss 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 62019 MiTek Industries, Inc. Wed Jan 15 15:29:45 2020 Page 1 I D:Q4ZhpjyBbM7gtQk637fmDgzGuaB-33liQYdsox_K7SmvFukUoDgfaAgx6pyYS9gfaLzv3mq 21-9-0 r1-4-0 6-6-0 13-10-6 21-0-0 21r4$ 244-0 30-45 _ i 36-3-1 36,p-4 42-9-0 94-1-Q 1-40 7-1-10 0-4 2-7-0 fi-0-5 5-10-12 0-f�-3 6-412 �1-4-0' 0-4-8 Scale = 1:85.6 6x12 MT20HS = 6 3x8 3.00 12 6-6-0 LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-15: 2x4 SP No.1 WEBS 2x4 SP No.3 6.00 12 Svd 5x8 ZZ 13 — 12 11 5x8 = 4x6 = 1.5x8 STP = 5x6 = 8-10-8 ' 2-11-8 ' 6-0-5 5-11-15 0-3-12 6-1-0 1, [7:0-3-0,0-3-01, [11:0-3-0,0-3-01, [13:0-5-4,0-2-81 CSI. DEFL. in (loc) I/deft Ud PLATES TC 0.79 Vert(LL) 0.4815-16 >905 240 MT20 BC 0.85 Vert(CT)-0.6714-15 >655 180 MT20HS WB 0.99 Horz(CT) 0.30 11 n/a n/a Matrix -AS Weight: 247 lb BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 4-14, 6-13 REACTIONS. (lb/size) 2=1274/0-8-0, 9= 494/0-3-8, 11=2527/0-8-0 Max Harz 2=-463(LC 10) Max Uplift 2=-802(LC 12), 9=-760(LC 17), 11=-1492(LC 12) Max Grav 2=1274(LC 1), 9=8(LC 12), 11=2527(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3959/2268, 3-4=-3226/1876, 4-5=-1111/946, 5-6=-10341988, 6-7=-974/885, 7-8=-655/503,8-9=-882/1865 BOT CHORD 2-16=-1888/3903, 15-16=-1905/3920, 14-15=-1131/2614, 13-14=-234/846, 12-13=-82/461, 11-12=-1582/944, 9-11=-1568/935 WEBS 3-15=-683/569, 4-15=-723/1885, 4-14=-1973/1181, 6-13=-613/230, 7-13= 220/656, 7-12=-922/65918-12=-111.0/2201, 8-11=-2355/1509, 5-14=-515/637, 6-14=-162/526 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-4-8, Exterior(2) 21-4-8 to 27-0-6, Interior(1) 27-0-6 to 44-1-0 zone; porch right exposed;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 3-6-6 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearings are assumed to be: , Joint 9 SYP No.2 crushing capacity of 565 psi. 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/fPI 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=802, 9=760, 11=1492. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. T N Iy 3x6 = GRIP 244/190 187/143 FT=20% Thomas A. Alban! PE No:39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: January 15,2020 © WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI67473 rev. 1WO312015 BEFORE USE. Design valid for use only with M Tell connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria, DSB-89 and BCSI BuIlding Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type t 1 Qty Ply LOT 37/5017 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149480 2218465 A10 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), - Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:29:46 2020 Page 1 I D: Q4Zhpjy8b M7gtQk637fmDgzG uaB-XFs4e ueUZF6 BIcL5pc Fj KR Np Fa19rl6hgpQC6nzv3m p 1-4.0 6-6-0 12-6-0 19-0-0 23-9-0 30-4-6 36-8-0 1-4-0 6.6-0 6-0-0 6-6-0 4-9.0 6-7-5 6-3-10 Scale = 1:66.8 5x6 = 5x6 = " lu 3.00 12 5x6 = 3x4 = 3x6 II 3x8 24-4-0 30-4-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.60 13-14 >734 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.71 13-14 >620 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.37 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 223 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-13: 2x4 SP M 31 WEBS 1 Row at midpt 4-12, 6-11, 7-11 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=1425/0-8-0, 9=1350/0-3-8 Max Harz 2=350(LC 11) Max Uplift 2=-868(LC 12), 9=-768(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All -forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4500/2996, 3-4— 3846/2742, 4-5=-1761/1410, 5-6=-1508/1384, 6-7=-1418/1199, 7-8=-1355/994, 8-9=-1291/1014 BOT CHORD 2-14=-2843/4295, 13-14=-2860/4315, 12-13= 2401/3602, 11-12=-743/1255, 10-11=-772/1154 WEBS 3-13=-598/444, 4-13_ 1235/2094, 4-12=-2465/1758, 5-12=-294/476, 6-12=-457/748, 6-1 1=-290/175,7-10=-441/472, 8-10=-842/1252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2) 19-0-0 to 29-4-14, Interior(1) 29-4-14 to 36-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=868, 9=768. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Thomas A. Alban! PE No.39380 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1WO312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component not �'' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quallly Criteria, DSB-89 and BCSI Buadkrp Component 6904 Parke East Blvd. Safety Informatlonovailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type [ + City Ply LOT 37/5017 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149481 2218465 All Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed, Jan 15 15:29:47 2020 Page 1 I D:Q4Zhpjy8bM7gtQk637fmDgzG ua8-?RQSrEf6KZE2NIwINJmytev_?zNhanCgvT9leDzv3mo r1-4.0 6-6-0 12-6-0 17-0-0 25-9-0 , 30-4-5 , 36-8-0 1-4-0 6.6-0 6-0-0 4-6-0 8-9.0 4-7-5 6-3-11 m O 3xl2 MT20HS 6x8 = c nn17,-n- 6x8 = 20 21 22 23 6 Scale = 1:68.3 - - 10 9 3.00 12 5x6 = 5x6 = 3x6 II 6-6-0 12-6-0 17-0-0 24-4.0 25-9-0 30-4-5 36-8-0 6-6-0 6.0-0 4-6-0 7-4-0 1-5-0 4-7-5 6-3-11 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [3:0-3-0,0-3-0], [5:0-1-12,0-3-12], [6:0-4-0,0-1-15], [8:0-3-0,0-1-8], [13:0-3-0,0-3-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.58 13-14 >751 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.70 13-14 >623 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.36 9 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 225lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-12, 5-11, 6-10 2-13: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 REACTIONS. (lb/size) 2=1425/0-8-0, 9=1350/0-3-8 Max Horz 2=308(LC 11) Max Uplift 2=-868(LC 12), 9=-768(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 4538/3092, 3-4=-3851/2805, 4-5=-2100/1687, 5-6=-1273/1173, 6-7=-1330/1217, 7-8=-1346/1001, 8-9=-1289/1029 BOT CHORD 2-14=-2933/4298, 13-14=-2954/4315, 12-13=-2442/3563, 11-12=-1279/1992, 10-11=-767/1216 WEBS 3-13=-635/475, 4-13=-1295/2062, 4-12=-2221/1634, 5-12= 801/1323, 5-11=-995/678, 7-10=-359/497, 8-10=-831/1228, 6-10=-298/125, 6-11=-137/472 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2) 17-0-0 to 22-7-14, Interior(1) 22-7-14 to 25-9-0, Exterior(2) 25-9-0 to 31-4-14, Interior(1) 31-4-14 to 36-6-4 zone;C-C for members and forces & MW FRS 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 = I O.Opsf. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=868, 9=768. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Thomas A. Albani PE No.39380 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. * Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design, Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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, seeANSVIPII Quality CrIterla, DSB-89 and BCSI Building Component 6904 Parke.East Blvd. Safety Informatlonavoilable from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149482 2218465 Al2 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 62019 MiTek Industries, Inc. Wed Jan 15 15:29:48 2020 Page 1 I D: Q4Zhpjy8b M7gtQk637fm D gzG ua8-Te_g3agl5s Mv_vV UwOH BQsS9j NkJJ Cf_87vJ Bgzv3m n 1-4-0 6-6-0 12-6.0 15-0-0 20-11-10 24-4-0 27-9-0 30-4-5 36-8-0 1-4-0 6-6-0 6-0.0 2-6.0 5.11-10 3-4-6 3-5-0 2-7-4 6-3-11 co O 3x12 MT20HS 5x6 = 6.00 12 3x4 = 5x6 = 6 21 22 23. 24 7 Scale = 1:67.7 m 0 3.00 F12 5x6 = 5xB = 3x6 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017[TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 "Except* 2-14: 2x4 SP M 31, 12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1425/0-8-0, 10=135010-3-8 Max Horz 2=267(LC 11) Max Uplift 2=-868(LC 12), 10==768(LC 12) 3-5-0 2- CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.87 Vert(LL) 0.5714-15 >768 240 MT20 244/190 BC 0.74 Verl(CT) -0.6914-15 >638 180 MT20HS 187/143 WB 0.86 Horz(CT) 0.34 10 n/a n/a Matrix -AS Weight: 216 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4498/3168, 3-4— 3809/2847, 4-5=-2596/2057, 5-6=-2307/1878, 6-7=-1441/1260, 7-8=-1312/1220, 8-9=-1344/1012, 9-10=-1288/1039 BOT CHORD 2-15=-3005/4232, 14-15=-3023/4249, 13-14=-2472/3471, 12-13=-1316/1893, 11-12= 787/1199 WEBS 3-14=-650/474, 4-14=-1353/1967, 5-13=-746/987, 6-13=-391/753, 6-12= 926/805, 4-13=-2025/1630, 7-12=-364/632, 8-11=-320/490, 9-11= 824/1223, 7-11=-332/175 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 27-9-0, Exterior(2) 27-9-0 to 33-4-14, Interior(1) 33-4-14 to 36-6-4 zone;C-C for members and forces & MW FRS 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 2-070 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joints) 2 considers parallel to grain value using ANSIrrPI 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=868, 10=768. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M17-7473 rev. IW03/2015 BEFORE USE. Design valid for use only with MiTek® connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not wt 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, seeANSVWII Quality Crlforla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Informationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314: Tampa, FL 33610 Job Truss Truss Type t e City Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149483 2218465 A13 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:29:50 2020 Page 1 I D:Q4Zhpjy8bM7gtQk637fmDgzGuaB-PO6bUFh?dTcdEDet2RKfVHXUI BQ?n6uHbROQFYzv3ml 1-4-0 6.6-0 12.6.0 13 0-0 19-1-15 24-4-0 29-9-0 36-8-0 1-4.0 6.6-0 6-0-0 0-6.0 6-1-15 5-2-1 5-5-0 6-11.0 3x12 MT20HS 5x8 = 6.00 12 2x4 11 5x6 = 520 21 622 5x8 = 7 Scale = 1:66.9 3.00 F12 5x8 = 3x4 = 3x6 II 6-6.0 12-6-0 LOADING (psf)- SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL - Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except' 7-8: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* - 2-13: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1425/0-8-0, 9=1350/0-3-8 Max Harz 2=250(LC 12) Max Uplift 2= 869(LC 12), 9=-768(LC 12) 6-11-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.96 Vert(LL) 0.5813-14 >752 240 MT20 244/190 BC 0.73 Vert(CT) -0.69 13-14 >633 180 MT20HS 187/143 WB 0.88 Horz(CT) 0.35 9 n/a n/a Matrix -AS Weight: 214 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4446/3248, 3-4=-3815/2810, 4-5=-2375/1900, 5-6=-2375/1900, 6-7=-1691/1438, 7-8=-1404/1057,8-9=-1283/1055 BOT CHORD 2-14=-3073/4090, 13-14=-3099/4110, 12-13=-2271/3188, 11-12=-1212/1758, 10-11=-778/1167 ' WEBS 3-13=-681/622, 4-13— 1299/1957, 4-12= 1030/738, 5-12= 327/390, 6-12=-659/974, 6-11=-983/815, 7-11=-615/867, 7-10= 366/422, 8-10=-822/1233 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Extedor(2) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 29-9-0, Exterior(2) 29-9-0 to 35-4-14, Interior(1) 35-4-14 to 36-6-4 zone;C-C for members and forces & MW FRS 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) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=86919=768. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cerl6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. MON2015 BEFORE USE. * Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPiI Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type e ' City Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149484 2218465 A14 Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:29:51 2020 Page 1 ID:GZkZSXBELDNJdjXs77WskQzGxTm-tDfzhbidOnkUrND3c9ru1 U4kYbmpWeUQg57zn?zv3mk 1-4-0 6-4.12 11-0-0 17-5.8 25-3-8 31-9.0 36-8-0 1-4-0 6-4-12 4-7-4 6-5-8 7-10-0 6-5.8 4-11-0 . 5xB = 5x6 = 4 22 23 5 2x4 II 5x8 = 24 256 26 7 27 Scale: 3/16'=l' 1b lb - 13 11 1u a 3x6 — 2x4 II 3x4 = 3x6 = 3x4 = 5xB = 3x4 = 3x6 11 6-4-12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 3x6 = 11-0-0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.64 Vert(LL) ` 0.25 13 >999 240 MT20 244/190 Lumber DOL 1.25 BC .0.69 Vert(CT) -0.34 11-13 >999 180 Rep Stress Incr YES WB 0.54 Horc(CT) 0.10 9 n/a n/a Code FBC2017/TP12014 Matrix -AS Weight: 208 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 5-11, 7-11 REACTIONS. (lb/size) 2=1425/0-8-0, 9=1350/0-3-8 Max Harz 2=256(LC 12) Max Uplift 2=-869(LC 12), 9=-767(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2574/1826, 3-4=-2163/1643, 4-5= 2267/1783, 5-6=-1946/1564, 6-7=-1946/1564, 7-8=-1230/946, 8-9=-1304/1048 BOT CHORD 2-16=-1735/2302, 15-16=-1735/2302, 13-15=-1359/1889, 11-13=-1591/2271, 10-11=-726/1037 WEBS 3-15=-513/461, 4-15=-198/388, 4-13=-356/604, 5-13= 245/322, 5-11=-466/294, 6-11=-408/475, 7-11=-843/1227,7-10=-547/527, 8-10=-840/1217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11;. Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 31-9-0, Exterior(2) 31-9-0 to 36-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber'DOL=1.60 plate grip:DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=869, 9=767. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE N09360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 10/0=015 BEFORE USE. * Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII Quality Cdtoda, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type + Qty Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149485 2218465 A15 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries,, Inc. Wed Jan 15 15:29:52 2020 Page 1 I D:GZkZSXBELDNJdjXs77W skQzGxTm-LPDLvxj FB5sLTXoF9sM7aidtx_i dF00Z3ltW KRzv3mj -1-4-0 6-3-6 9-0-0 14-10-1 22-8-4 29-7-5 36-8-0 1-4-0 6-3-6 2-8-10 5-10-2 7-10-3 6-11-1 7-0-11 m dI 0 5x6 = 3x4 = 20 21 5 Scale: 3/16"=l' 5x6 = 3x6 = 3x4 11 6 22 23 . 7 24 e 14 ._ . ._ .. ._ 9 3x6 = 3x8 = 4x6 = 3x4 = 4x6 = 3x4 = 6xB = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.72 BC 0.98 WB 0.84 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.32 10-12 >999 240 Vert(CT) -0.47 9-10 >935 180 Horz(CT) 0.13 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 188 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-9 REACTIONS. (lb/size) 9=1350/0-3-8, 2=1425/0-8-0 Max Horz 2=343(LC 12) Max Uplift 9=-777(LC 12), 2=-860(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2528/1786, 3-4=-2328/1672, 4-5=-2065/1551, 5-6=-2689/1863, 6-7= 2100/1410 BOT CHORD 2-14— 1829/2221, 12-14= 1952/2643, 10-12=-1844/2582, 9-1 0=- 1217/1698 WEBS 3-14=-321/429, 4-14=-534/852, 5-14=-813/580, 6-10==701/631, 7-1 0=-387/81 0, 7-9— 1981/1437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; 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 9-0-0, Exterior(2) 9-0-0 to 14-10-1, Interior(1) 14-10=1 to 36-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=77712=860. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly,to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Wert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 © WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE. Design valld 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, seeANSIMI1 CualHIyy Cdfada, DSO-89 and SCSI Building Component Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type ' Qty Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149486 2218465 A16 Half Hip Girder 1 1 Job Reference (optional) nunaers rlrsioource trlanl ully, r-Lj, rianl ully, rL - JJDo/, 0.441.0 5 Uec o 4U r e IVII I eK InUUSIn Bs, nlc. vveu dan rD I o:4a:o4 4ueu raye r I D:GZkZSXBELDNJdjXs77W skQzGxTm-InL5JdkVgi63igyeHHObf7iDQorTjuGsW 3MdOJzv3mh 1-4-0 3-9-4 7-0-0 12-0-11 16-11-4 21-10.0 26-8-12 31-7-8 36.8-0 1-4.0 3-9-4 3-2-12 5.0-8 4-10-12 4-10-12 4-10-12 4-10-12 5-0.8 C' �1 0 602 MT20HS 4x6 = 5x8 = 8x14 MT20HS= 5x12 = 2x4 II 6x8 = 6.00 12 3 21 22 4 23 24 25 5 26 27 6 2829 30 31 732 33 348 35 36 9 a/ 36 3U 1b 4U 41 14 43 44 40 4b 4/ 46 1.5x8 STP= 46 = 6xl2 MT20HS= 2x4 II 5x8 = 2x4 II 6xl2 MT20HS= 5x12 -::- 46 = 6xl2 MT20HS = Scale=1:66.5 4e 3x12 MT20HS I I Plate Offsets (X,Y)-- [2:0-3-6,0-3-01,[3:0-9-4,0-3-01,[6:0-7-0,0-4-81,[11:0-3-8,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.72 Vert(LL) 0.97 13-15 >454 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:50 Vert(CT) 0.78 13-15 >565 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.98 Horz(CT) -0.22 10 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix -MS Weight: 250 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 *Except* TOP CHORD 1-3:2x4SPM31 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 9-10: 2x4 SP No2, 5-17,5-13,7-13,7-11,9-11: 2x4 SP No.1 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 10=2920/0-4-0, 2=2760/0-8-0 Max Harz 2=276(LC 8) Max Uplift 10= 3351(LC 8), 2=-2979(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5645/6215, 3-4= 4900/5545, 4-5=-7094/8138, 5-6=-7706/8877, 6-7=-7706/8877, 7-8=-3764/4345, 8-9=-3764/4345, 9-10=-2786/3221 BOT CHORD 2-18=-5638/4984, 17-18=-8138/7094, 15-17=-9178/7982, 13-15=-9178/7982, 12-13=-7273/6306, 11 -1 2=-7273/6306 WEBS 3-18=-2306/2081, 4-18=-2713/3126, 4-17— 1059/915, 5-17=-1107/1296, 5-15= 324/433, 5-13= 335/366, 6-13=482/581, 7-1 3=- 1951/1704, 7-12=-322/423, 7-11= 3092/3562, 8-11=-519/636, 9-11=-5231/4532 Structural wood sheathing directly applied or 2-10-5 oc purlins, except end verticals. Rigid ceiling directly applied or 3-2-11 oc bracing. 1 Row at midpt 4-18, 7-11, 9-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); 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 psi 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) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 10=3351, 2=2979. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a. truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Crltoda,.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss -Type r r Qty Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149486 2218465 A16 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:29:54 2020 Page 2 ID:GZkZSXBELDNJdjXs77 W skQzGxTm-InL5JdkVgi63igyeHHObf7iDQorTj uGsW 3MdOJzv3mh NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 Ib down and 214 Ib up at 7-0-0, 154 Ib down and 205 Ib up at 9-0-12, 151 Ib down and 205 Ib up at 11-0-12, 151 Ib down and 205 Ib up at 13-0-12, 151 Ib down and 205 Ib up at 15-0-12, 151 Ib down and 205 Ib up at 17-0-12, 151 Ib down and 205 Ib up at 19-0-12, 151 Ib down and 205 Ib up at 21-0-12, 151 Ib down and 205 Ib up at 23-0-12, 154 Ib down and 205 Ib up at 25-0-12, 154 Ib down and 205 Ib up at 27-0-12, 154 Ib down and 205 Ib up at 29-0-12, 154 Ib down and 205 Ib up at 31-0-12, and 154 Ib down and 205 Ib up at 33-0-12, and 154 Ib down and 205 Ib up at 35-0-12 on top chord, and 351 Ib down and 490 Ib up at 7-0-0, 98 Ib down and 164 Ib up at 9-0-12, 98 Ib down and 164 Ib up at 11-0-12, 98 Ib down and 164 Ib up at 13-0-12, 98 Ib down and 164 Ib up at 15-0-12, 98 Ib down and 164 Ib up at 17-0-12, 98 Ib down and 164 Ib up at 19-0-12, 98 Ib down and 164 Ib up at 21-0-12, 98 Ib down and 164 Ib up at 23-0-12, 98 Ib down and 164 Ib up at 25-0-12, 98 Ib down and 164 Ib up at 27-0-12, 98 Ib down and 164 Ib up at 29-0-12, 98 Ib down and 164 Ib up at 31-0-12, and 98 Ib down and 164 Ib up at 33-0-12, and 98 Ib down and 164 Ib up at 35-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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, 3-9=-54, 2-10=-20 Concentrated Loads (lb) Vert:3=-93(B) 18= 351(B) 5=-93(B)15- 82(B) 21=-93(B) 22=-93(B) 24- 93(B) 25=-93(B) 26=-93(B) 27=-93(B) 28=-93(B) 31=-93(B) 32=-93(B) 33=-93(B) 34=-93(B) 35=-93(B) 36=-93(B) 37=-82(B) 38=-82(B) 39=-82(B) 40=-82(B) 41=-82(B) 42=-82(B) 43=-82(B) 44=-82(B) 45=-82(B) 46=-82(B) 47=-82(B) 48=-82(B) 49=-82(B) © WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11.7473 rev. IW03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSUIPII Quality Criteria, DS"9 and III BuIlding Component 6904 Parke East Blvd. Safety Informatlorlovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type ' City Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149487 2218465 B01 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:29:55 2020 Page 1 I D:GZkZSXBELDNJdjXs77W skQzGxTm-m_vUXzl8ROEwK_Xqr?vgCKFOACAGSLd0Ij5Bxmzv3mg 1-4-0 3-9-4 7-0-0 11-8-4 , 16-2-12 20-9-4 25-3-12 30-0-0 33-2-12 37-0-0 ' 38-4-0, 1-4-0 3-9-4 3-2-12 4.8-4 4.6-8 4-6-8 4-6-8 4-8-4 3-2-12 3-9-4 1-4-0 Scale = 1:65.9 6x12 MT20HS 8x14 MT20HS 5xB = 5x8 = Bx14 MT20HS = 5x12 = 6.00 F12 3 23 244 25 26 5 27 28 29 6 30 31 7 32 33 e m 0 m m 9 �1 10 IT 0 0 18 34 3517 36 16 37 15 38 39 40 14 41 42 1343 12 44 11 1.5xB STP = 5x8 = 6x12 MT20HS = 5xB = 2x4 11 5x6 = 1.5x8 STP = 5x12 i 4x6 = 2x4 11 6x12 MT20HS = 5x12 3-9-4 7-0-0 11-8-4 16-2-12 20-9-4 25-3-12 30-0-0 33-2-12 37-0-0 3-9-4 3-2-12 4-8.4 4.6-8 4.6-8 4.6-8 4-8-4 3-2-12 3-94 Plate Offsets (X,Y)--[2:0-3-6,0-3-0],[3:0-9-4,0-3-0],[4:0-3-8,0-2-8],[6:0-7-0,0-4-121,[8:0-11-4,0-3-0],[9:0-3-6,0-3-0],.[18-.0-3-8 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. IDEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 1.08_.14-15 >411 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.87 14-15• >513 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(CT) -0.27 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 236 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc purlins. 3-6,6-8: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 3-1-14 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 4-18, 7-11 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 2=2866/0-8-0, 9=2909/0-8-0 Max Horz 2=171(LC 7) Max Uplift 2= 3116(LC 8), 9=-3176(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5879/6515, 3-4=-5104/5807, 4-5=-7333/8461, 5-6=-8442/9782, 6-7=-8442/9782, 7-8=-5190/5926, 8-9=5973/6646 BOT CHORD 2-1 8=-5631/5194,17-18=-8185/7333, 15-17=-9483/8421, 14-15=-9483/8421, 13-14=-8259/7385, 11-13=-8259/7385, 9-11=-5748/5278 WEBS 4-18=-2815/3276, 4-17- 1255/1084, 5-17=-1381/1619, 5-15=-349/431, 6'-14= 490/594, 7-14=-1557/1334, 7-13=-318/377, 7-11=-2765/3203, 3-18=-2463/2203, 8-11=-2426/2176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=3116, 9=3176. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb down and214 lb up at 7-0-0, 154 lb down and 205 lb up at 9-0-12, 151 lb down and 205 lb up at 11-0-12, 151 lb down and 205 lb up at 13-0-12, 151 lb down and 205 lb up at 15-0-12, 151 lb down and 205 lb up at 17-0-12, 151 lb down and 205 lb up at 18-6-0, 151 lb down and 205 lb up at 19-11-4, 151 lb down and 205 lb up at 21-11-4, 151 lb down and 205 lb up at 23-11-4, 151 lb down and 205 lb up at Thomas A. Alban! PE No.39380 25-11-4, and 154 lb down and 205 lb up at 27-11-4, and 210 lb down and 422 lb up at 30-0-0 on top chord, and 351 lb down and MiTek USA, Inc. FL Cert 6634 490 Ib up at 7-0-0, 98 lb down and 164 lb up at 9-0-12, 98 lb down and 164 lb up at 11-0-12, 98 lb down and 164 Ib up at 13-0-12, 6904 Parke East Blvd. Tampa FL 33610 98 lb down and 164 lb up at 15-0-12, 98 lb down and 164 lb up at 17-0-12, 98 lb down and 164 lb up at 18-6-0, 98 lb down and 164 Date: lb up at 19-11-4, 98 lb down and 164 lb up at 21-11-4, 98 lb down and 164 lb up at 23-11-4, 98 lb down and 164 lb up at 25-11-4, and 98 lb down and 164 lb up at 27-11-4, and 351 lb down and 490 lb up at 29-11-4 on bottom chord. The design/selection of such January 15,2020 s is the reSDonsibilitv of others. Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate This design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIMII Quality Criteria, DSB-89 and SCSI Bu9dtng Component 6904 Parke East Blvd. Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type r Qty Ply LOT 37/5017 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149487 2218465 B01 Hip Girder 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:29:55 2020 Fage 2 I D: GZkZSXB ELD NJ djXs77 WskQzGxTm-m_y UXzIBRO EwK_Xg r?vgC KFOACAGSLd01j5 Bxmzv3m g NOTES- 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, 3-8=-54, 8-10=-54, 2-9=-20 Concentrated Loads (lb) Vert:3=-93(B) 8=-163(B) 18=-351(B) 11=-351(B) 23=-93(B) 24=-93(B) 25=-93(B) 26=-93(B) 27=-93(B) 28=-93(B) 29=-93(B) 30=-93(B) 31=-93(B) 32=-93(B) 33=-93(B) 34=-82(B) 35— 82(B) 36=-82(B) 37=-82(B) 38= 82(B) 39=-82(B) 40=-82(B) 41=-82(B) 42= 82(B) 43=82(B) 44=-82(B) Q WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE M11-7473 rev. 10/=015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, the bullding designer must verify the oppllcablllty of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Cuall�lIy. CrBerla, DSB-89 and BCSI BuIlding Component 6904 Parke East Blvd. Safety Informatlonovailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Qty Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T1914948B 2218465 B02 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:29:57 202U rage 1 I D:GZkZSXBELDNJdjXs77W skQzGxTm-iM1 EyfnOzdUeZlhDyPyl HI KIN?I1 wH2JC1 aH?ezv3me 6-3-5 9-0-0 14-10-1 22-1-15 28-0.0 30-8.11 37-0.0 a8-4-0, 1-4-0 6-3-5 2-8-11 5-10-1 7-3-13 5-10-1 2-8-11 6. _5 1-4-0 c' qI 0 3x6 = 1!!tf'r 5x6 = 24 4x6 = 3x4 = 25 5 Scale = 1:65.9 5x6 = 5x6 = 6 26 27 7 3x4 = 46 = 3x8 = 3x6 = 28-0-0 37-0-0 9-6-0 9.0-0 m o_ d m Ia 0 LOADING .(psf) SPACING- "2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.34 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1:25 BC 0.96 Vert(CT)-0.4711-13 >944 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 180 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD , Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1441/0-8-0, 9=1441/0-8-0 Max Harz 2=-213(LC 10) Max Uplift 2=-885(LC 12), 9= 885(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2565/1880, 3-4=-2366/1767, 4-5=-2099/1637, 5-6= 2763/2035, 6-7=-2099/1637, 7-8= 2366/1767, 8-9=-2565/1880 BOT CHORD 2-15=-1507/2254, 13-15=-1695/2690, 11-13=-1698/2690, 9-11— 1528/2254 WEBS 4-15=-568/862, 7-11=-568/862, 5-15=-826/653, 6-11=-826/653, 3-15=-319/426, 8-11=-319/426 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2) 9-0-0 to 14-10-1, Interior(1) 14-10-1 to 28-0-0, Exterior(2) 28-0-0 to 33-7-14, Interior(1) 33-7-14 to 38-4-0 zone;C-C for members and forces & MW FRS 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) Bearings are assumed to be: , Joint 9 SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=885, 9=885. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mlrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MBTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Cdtedo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Qty Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149489 2218465 B03 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:29:58 2020 Page 1 I D:GZkZSXB E LDNJ dj Xs77 W skQzGxTm-AZbc9_nOkxcU BS G P W 7TXgztuN P9zfnPS RhKrX5zv3md 1-4-0 6-4-12 11-0.0 18-6-0 26-0-0 30-7-4 37-0-0 a8-4-0, 1-4-0 6-4-12 4-7-4 7--6 7-6-0 4-7-4 6-4-12 1-4-0 5x8 = 2x4 II 5x8 = 4 25 26 5 27 28 6 16 15 - 13 -- --- 11 1u 3x6 —_ 2x4 13x6 = 3x8 = 3x4 = 2x4 11 3x6 = 3x4 = 3x6 = 6-4-12 4-7-4 Scale = 1:65.9 LOADING (psf) TCLL 20.0 ' TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL -1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TPI2014 CSI. TC 0.73 BC 0.66 WB 0.65 Matrix -AS DEFL'.- in (loc) . I/defl Ud Vert(L• L) 0.28 13 >999 240 Vert(CT) -0.36 13-1,5 >999 180 Horz(CT) 0.12 8 n/a n/a PLATES GRIP MT20 .244/190 Weight: 193 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1441/0-8-0, 8=1441/0-8-0 Max Horz 2=-254(LC 10) Max Uplift 2=-885(LC 12), 8=-885(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2607/1853, 3-4=-2206/1668, 4-5=-2342/1844, 5-6=-2342/1844, 6-7=-2206/1668, 7-8=-2607/1853 BOT CHORD 2-16=-1490/2408, 15-16=-1490/2408, 13-15=-1115/2017, 11-13=-1136/1929, 10-11=-1511/2273, 8-1 0=-1 511/2273 WEBS 3-15=-489/459, 4-15=-187/459, 4-13=-408/625, 5-13= 459/532, 6-13=-408/625, 6-11 =-1 87/460, 7-11=-489/459 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2) 11-0-0 to 16-7-14, Interar(1) 16-7-14 to 26-0-0, Exterior(2) 26-0-0 to 31-7-14, Interior(1) 31-7-14 to 38-4-0 zone;C-C for members and forces & MW FRS 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) Bearings are assumed to be: , Joint 8 SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=885, 8=885. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39380 MiTek USA, -Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: January 15,2020 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE ` Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not atruss 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, seeANSI/IPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' City Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149490 2218465 B04, HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:29:59 2020 Page 1 ID:GZkZSXBELDNJdjXs77WskQzGxTm-e18_NKoeVEkLpcgb4q_mMAP1 BpUNOD9bgL304Xzv3mc r1.4-0 6-6-0 13.0-0 18.6-0 24-0.0 30-7-5 37-0-0 a8-4-Q 1-4.0 6-6-0 6.6-0 5-6-0 5-6.0 6-7-5 6-4-11 1-4.0 6.00 12 5x8 = 2x4 11 3.00 F12 3x12 MT20HS 6-0-0 423 5x6 = 6 24 " 10 5x6 = 2x4 11 30-7-5 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fTP12014 CSI. TC 0.85 BC 0.71 WB 0.75 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) . ,I/deft Ud 0.55 13-14 >813 240 -0.72 13-14 >620 180 0.38 8 n/a n/a PLATES MT20 MT20HS Weight: 189lb LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-12 2-13: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. '(lb/size) 2=1441/0-8-0, 8=1441/0-8-0 Max Harz 2=295(LC 11) Max Uplift 2=-885(LC 12), 8=-885(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4507/3034, 3-4=-3862/2572, 4-5=-2512/1916, 5-6=-2512/1916, 6-7=-2093/1575, 7-8=-2628/1831 BOT CHORD 2-14=-2608/4158, 13-14=-2633/4178, 12-13=-1811/3240, 11-12=-1064/1869, 10-11 =-1 503/2292, 8-10— 1501/2296, WEBS 3-13=-684/645, 4-13=-1078/1981, 4-12=-993/501, 5-12=-315/353, 7-10=0/266, 6-12— 606/1006, 7-11=-645/544 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2) 13-0-0 to 18-6-0, Interior(!) 18-6-0 to 24-0-0, Exterior(2) 24-0-0 to 29-7-14, Interior(!) 29-7-14 to 38-4-0 zone;C-C for members and forces & MW FRS 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except in=lb) 2=88518=885. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Scale = 1:69.2 3x6 = GRIP 244/190 187/143 FT = 20% Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 O WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MtTekO 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 fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infamlatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149491 2218465 B05 HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:30:00 2U2U Page 1 ID:GZkZSXBELDNJdjXs77WskQzGxTm-6xiNagpGGYtCRIPodYV?vOyCI Dg27ewlu?pxczzv3mb r1.4-0 6-6-0 12-6-0 15.0-0 22-0.0 24-4-0 30-7-4 37.0-0 �B-4-q 1-4-0 6-6-0 6.0-0 2-6-0 7.0-0 2-4-0 6-3-4 6-4-12 1-4.0 5x6 = 6.00 F12 5 24 dI 0 3x6 3.00 12 6.6-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-14: 2x4 SP M 31, 12-14: 2x4 SP No.1 WEBS. 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=1441/0-8-0, 9=1441/0-8-0 Max Harz 2=-337(LC 10) Max Uplift 2=-885(LC 12), 9=-885(LC 12) 5x6 = 25 6 12 11 5x8 = 20 11 37-0-0 2-4-0 3x6 = Scale = 1:68.4 N 0 Iv 0 CSI. DEFL. in . (loc) I/defl Ud PLATES GRIP TC 0.84 Vert(LL) 0.5514-15 >805 240 MT20 244/190 BC 0.75 Vert(CT)-0.7314-15 >609 180 WB 0.84 Horz(CT) 0.37 9 n/a n/a Matrix -AS Weight: 200 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4512/2945, 3-4=-3873/2599, 4-5=-2647/1945, 5-6=-2366/1795, 6-7=-2048/1744, 7-8=-2106/1565, 8-9=-2622/1780 BOT CHORD 2-15=-2524/4212, 14-15=-2547/4226, 13-14=-1972/3440, 12-13=-991/1831, 11-12=-1452/2286, 9-11=-1450/2290 WEBS 5-13=-553/922, 6-13=-416/906, 7-12=-256/397, 8-12=-614/460, 4-14=-1120/1955, 3-14=-658/507, 6-12=-295/368, 4-13=-1981/1365 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 6=45ft; L=40ft; eave=6ft; 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 15-0-0, Exterior(2) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 22-0-0, Exterior(2) 22-0-0 to 27-7-14, Interior(1) 27-7-14 to 38-4-0 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=885, 9=885. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd, Tampa FL 33610 Date: January 15,2020 0 WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1WO312015 BEFORE USE. * Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria,.DSB-B9 and SCSI Building Component 6904 Parke East Blvd. Safety Infoanatlonavailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149492 2218465 B06 HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:30:01 2020 Page 1 ID:GZkZSXBELDNJdjXs77W skOzGxTm-b8GlnOqul s?32v_BFOERbVOOd9Rs5i u7fYV8Pzv3ma r1-4-0 6-6-0 11-5-12 12-6-Q 17-0-0 20-0-0 24-4-0 30-7-4 37-0-0 a8-4-Q 1-4-0 6.6-0 4-11-12 0- 4-6-0 3.0-0 4-4-0 6-3-4 6.4-12 1-4.0 dm,'I 0 3.00 12 3x8 i a nn� 12-6.0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except 2-14: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=1441/0-8-0, 9=1441/0-8-0 Max Harz 2= 378(LC 10) Max Uplift 2=-885(LC 12), 9=-885(LC 12) 5x6 = 17-0-0 5x6 = 1L ll 5x8 = 2x4 11 6-3-4 3x6 Scale=1:68.0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.83 Vert(LL) 0.5614-15 >792 240 MT20 2441190 BC 0.80 Vert(CT)-0.7414-15 >600 180 W B 0.81 Horz(CT) 0.38 9 n/a n/a Matrix -AS Weight: 206 lb FT = 20 BRACING - TOP CHORD . Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4507/2786, 3-4=-3884/2478, 4-5=-2142/1560, 5-6=-1874/1479, 6-7=-2087/1726, 7-8=-2105/1499, 8-9=-2622/1688 BOT CHORD 2-15=-2378/4245, 14-15=-2398/4260; 13-14=-1877/3504, 12-13= 817/1746, 11-12= 1366/2285, 9-11=-1365/2289 WEBS- 3-14=-639/486, 4-14=-1020/2030, 4-13=-2219/1421, 5-13=-506/757, 6-12=-456/479, 7-12=-346/491, 8-12=-609/423, 8-11=0/259, 6-13=-251/659 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2) 17-0-0 to 25-7-14, Interior(1) 25-7-14 to 38-4-0 zone;C-C for members and forces & MW FRS 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) Bearings are assumed to be: , Joint 9 SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 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=88519=885. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 © WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 10/012015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMII Cua1Hy Cdrorla, DSB-89 and SCSI BuBding Component 6904 Parke East Blvd. Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149493 2218465 C1 Jack -Open 10 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:30:02 2020 Page 1 ID:GZkZSXBELDNJdjXs77W skQzGxTm-3Kg7?MgXo97wg3ZAIzXT_p1 fiOg4bka2MIJ 12gszv3mZ 1-4-0 0-11-4 Scale =1:7.6 0-11-4 0-11-4 Plate Offsets (X,Y)-- [2:0-4-4,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 TCDL 7.0 Lumber DOL 1.25 BC 0.07 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/fP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-3/Mechanical, 2=158/0-8-0, 4=-15/Mechanical Max Harz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-226(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. N N O DEFL. in (loc) Weil Ud PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.00 4 n/a n/a Weight: 5 lb FT = 20% 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 3, 4 except Gt=lb) 2=226. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 99D4 Parke East Blvd. Tampa FL 33810 Data: January 15,2020 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 14II-7473 rev. 101=2015 BEFORE USE. ' Design valid for use only with Mffek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPll Quality Criteria, DSB-69 and BCSI BuVdtng Component 6904 Parke East Blvd. Safety Infonnaflonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Qty Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149494 2218465 C1P Jack -Open 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6'2019 MiTek Industries, Inc. Wed Jan 15 15:30:03 2020 Page 1 ID:GZkZSXBELDNJdjXs77WskQzGxTm-XWOVCir9ZTFnID8NJg3iWOagSQOKKBgBbz1 cDlzv3mY 1-4-0 0-1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 TCDL 7.0 Lumber DOL 1.25 BC -0.07 BCLL 0.0 Rep Stress Incr YES WB 0:00 BCDL 10.0 Code FBC2017lrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-3/Mechanical, 2=158/0-3-0, 4=-15/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale =1:7.6 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.00 4 n/a n/a Weight: 5 lb FT = 20% 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: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) 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) Bearings are assumed to be: Joint 3 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 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) 3, 4 except (jt=lb) 2=246. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev, 10/0312015 BEFORE USE. , Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVVII Quality Criteria, DSB-69 and BCSI Bu9dIng Component 6904 Parke East Blvd. Safety Informafbravallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type City Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149495 2218465 C3 Jack -Open 10 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:30:03 2020 Page 1 I D:GZkZSXBELDNJdjXs77W skQzGxTm-XW OVCir9ZTFnl D8NJg3i W OagSQOxKBgBbz1 cDlzv3mY -1-4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 2-11-4 2-11-4 Plate Offsets (X,Y)-- [2:0-0-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.00 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=60/Mechanical, 2=195/0-8-0, 4=30/Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% 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=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat; 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-070 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 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) 3 except (jt=lb) 2=183. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1II-7473 rev. 1WO312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and, is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIMII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' City Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149496 2218465 C3P Jack -Open 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:30:04 2020 Page 1 I D:GZkZSXBELDNJdjXs77WskQzGxTm-?jytQ2snKnNevNjZsOax3E7?BgJ23e4Lpcn9lkzv3mX 2-11-4 Scale = 1:12.7 2-11-4 Plate Offsets (X,Y)-- [2:0-0-8,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.38 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0, Lumber DOL 1.25 BC 0.23 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied'or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=60/Mechanical, 2=195/0-3-0, 4=30/Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4= 45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) 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) Bearings are assumed to be: Joint 3 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 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 Ib uplift at joint(s) 3, 4 except Qt=lb) 2=245. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6034 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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, seeANSVrPII Quality Cdtoda,.DSB-09 and SCSI BuSding Component 6904 Parke East Blvd. Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' City Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149497 2218465 C5 Jack -Open 10 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:30:05 2020 Page 1 I D:GZkZSXBELDNJdjXs77W skQzGxTm-TvW GdOtP54VVXXIIQ55AcRf9VEcXo5KU2G W i HBzv3m W -1-4.0 4-11-4 1-4-0 4-11-4 3x4 = MIZI! LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in •(loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.06 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.00. Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Scale = 1:17.6 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. .(Ib/size) 3=114/Mechanical, 2=262/0-8-0, 4=57/Mechanical Max Harz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 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 at=lb) 3=128, 2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1h7473 rev. 1WOMOIS 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 bullding 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, seeANSVTPII Quality Criteria, DSB-89 and SCSI BuBdtng Component 6904 Parke East Blvd. Safety Infoenatfonovallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Jab Truss Truss Type Qty Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149498 2218465 C5P Jack -Open 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:30:05 2020 Page 1 I D:GZkZSXBELDNJdjXs77W skQzGxTm-TvW GdbtP54VVXXIIQ55AcRf6uEZoo5KU2G W i H Bzv3m W -4 -0 4-11-4 1-4-0 4-11-4 Scale = 1:17.6 4-11-4 4-11-4 Plate Offsets (X Y)-- [2:0-0-0 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.13 4-7 >434 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.12 4-7 >495 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=114/Mechanical, 2=262/0-3-0, 4=57/Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-145(LC 12), 2=-300(LC 12), 4=-81(LC 12) Max Grav 3=120(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone; 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 nonconcurre.nt 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) Bearings are assumed to be: Joint 3'SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 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) 4 except Qt=lb) 3=145, 2=300. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7473 rev. 10/012015 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 atruss 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, seeANSVTPII Qualify Criteria, DSB-69 and SCSI BuIlding Component 6904 Parke East Blvd.. Safety Informationovollable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply LOT.37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149499 2218465 D01 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:30:06 2020 Page 1 ID:GZkZSXBELDNJdjXs77WskQzGxTm-x54erku1 rOdM9gtx_ocP8fCHGeg2XWxdHwGGpdzv3mV 1-4.0 3-2-12 7-0-0 13-0.0 16-9-4 20-0.0 21-4-0 1-4-0 3-2-12 3-9.4 6-0-0 3-9-4 3-2-12 1-4.0 Ia 4x6 18 19 5x8 = 46 = 3x8 = 46 = 3x4 = 46 = Scale = 1:36.9 3-2-12 7-0-0 13-0-0 16-9-4 20-0-0 3-2-12 3.9-4 6-0-0 3-9.4 3-2-12 Plate Offsets (X,Y)-- [4:0-3-8,0-2-41,[5:0-5-8,0-2-41 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 0.67 Vert(LL) 0.18 9-11 ' >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.21 9-17 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 98 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1551/0-8-0, 7=1551/0-8-0 Max Horz 2=172(LC 7) Max Uplift 2=-1106(LC 8), 7=-1106(LC 8) Max Grav 2=1934(LC 13), 7=1934(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3618/2064, 3-4=-3428/2003, 4-5=-3081/1859, 5-6=-3427/2003, 6-7=-3619/2064 BOT CHORD 2-11 =-1 691/3332, 9-1 1=-1 578/3071, 7-9=-1691/3204 WEBS 4-11=0/444, 5-9=0/444 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-seco6d gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load'nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1106, 7=1106. 7) Girder carries hip end with 7-0-0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 674 lb down and 468 lb up at 13-0-0, and 674 lb down and 468 lb up at 7-0-0 on top 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 (pit) Vert: 1-4=-54, 4-5=-112(F— 58), 5-8=54, 12-15=-42(F= 22) Concentrated Loads (lb) Vert: 4=-347(F) 5=-347(F) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6034 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 ©WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev, 1010312015 BEFORE USE. * Design valid for use only with lVITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPl1 Quality Cdtoda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infomlatlonavailable from Truss Plate Institute, 2.18 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' City Ply LOT 37/5017 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149500 2218465 D02 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:30:07 2020 Page 1 ID:GZkZSXBELDNJdjXs77W skQzGxTm-PldO23ufcilDmgSBYW 7ehskW k1 ELGyVnVa?pM3zv3mU 1-4-0 , 4-6-9 9-0.0 11-0-0 15-5-7 20-0-0 21-4-0 , 1.4.0 4-6-9 4-5-7 2-0-0 4-5-7 4.6-9 1-4-0 a 4x6 = 4x6 = 3x6 = 3x4 = 46 = 3x4 = 3x6 = Scale=1:36.9 Iv 0 9.0-0 11-0-0 20-0-0 9.0-0 2.0-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.43 Vert(LL) -0.14 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.28 11-14 >844 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 95 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=812/0-8-0, 7=812/0-8-0 Max Horz 2=-213(LC 10) Max Uplift 2=-531(LC 12), 7=-531(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1271/1256, 3-4=-980/925, 4-5=-827/918, 5-6=-980/925, 6-7=-1271/1257 BOT CHORD 2-11=-977/1174, 9-11=-473/827, 7-9=-934/1122 WEBS 3-11=-412/563, 4-11=-179/285, 5-9=-180/285, 6-9=-413/564 NOTES- . 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 21-4-0 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) Provide mechanical, connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=531, 7=531. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cart 9634 8904 Parke East Blvd. Tampa FL 33610 Date; January 15,2020 © WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03(2015 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must 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, seeANSVWII Qua[ �Iy Criteria, DS949 and SCSI Building Component 6904 Parke East Blvd. Safety Infoenatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Qty Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY .. T19149501 2218465 D03 COMMON 2 1 Job Reference (optional) Builders FirstSource (Plant Gity, FL), Plant tarty, I-L - 33b67, t1.24u s Uec a zu1 a MI r eK rnausmes, mo. vveu uan i o i o:ou:uo zuzu raye i I D:GZkZSXBELDNJdjXs77 WskQzGxTm-tUBOFPvHN?t4O_OK5DetD4HaMRaZ?LOwkEINuVzv3mT 1-4-0' 3-11-3 10-0-0 16-0-13 20-0-0 21-4-0 r 1-4-0 3-11-3 6.0-13 6-0-13 3-11-3 1-4.0 31 Scale=1:36.6 5x8 = 3x4 = Jx4 - Jx4 - 3x4 = 3x4 = 6-3-12 13-8-4 20-0-0 6-3-12 7-4-8 6-3-12 Plate Offsets (X Y)-- [2.0-1-4 0-0-2j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.36 8-10 >672 - 240 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.28 8-10 >851 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) -0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=923/0-8-0, 6=923/0-8-0 Max Harz 2=-233(LC 10) Max Uplift 2=-593(LC 12), 6=-593(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1626/1979, 3-4=-1431/1770, 4-5=-1431/1770, 5-6=-1626/1979 BOT CHORD 2-10=-1621/1517, 8-10=-814/900, 6-8=-1642/1427 WEBS 4-8=-594/598, 5-8=-335/602, 4-10=-594/598, 3-10= 334/603 PLATES GRIP MT20 244/190 Weight: 95 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design.' 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 10-0-0, Comer(3) 10-0-0 to 14-0-0, Exterior(2j 14-0-0 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=593, 6=593. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 10-11=-20, 8-10=-50, 8-14=-20 M Io Thomas A. Alban! PE No.39360 MlTek USA, Inc. FL Celt 6034 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll-7473 rev. l e/n ols BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Guollhr CAtedo, DSB49 and BCSI Bundling Component 6904 Parke East Blvd. Safety Informatlonavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22 14. Tampa, FL 33610 Job Truss Truss Type ' Qty Ply LOT 3715017 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149502 2218465 D05 Common 4 1 Job Reference io tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 Mi I ek Industries, Inc. wed ,Ian 1 b Ib:;fu:u9 2uzu rage 1 ID:GZkZSXBELDNJdjXs77WskQzGxTm-MgImTlww8J7x08b Wfx96mHgrurtvksp4zuUwQyzv3mS 1-4-0 5-8-1 10-0-0 14-3-15 20-0-0 1-4-0 5.8-1 4-3-15 4-3-15 5-8-1 a Scale =1:36.1 46 = 3x6 = 5x6 = 3x6 = Io Plate Offsets (X Y)-- [2.0-2-12 0-1-8] [6:0-6-0 0-0-2] [7:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.16 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.34 7-10 >713 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 88lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=738/0-8-0, 2=814/0-8-0 Max Harz 2=227(LC 11) Max Uplift 6=-412(LC 12), 2=-535(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1216/887, 3-4=-934/682, 4-5=-935/714, 5-6=-1223/917 BOT CHORD 2-7— 695/1088, 6-7=-691/1070 WEBS 4-7=-349/589, 5-7=-408/437, 3-7=-397/427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; 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 10-0-0, Exterior(2) 10-0-0 to 14-0-0, Interior(1) 14-0-0 to 20-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-b tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 6) Providemechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=412, 2=535. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39390 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114II-7473 rev. 10/032015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIFII Qualrfv CrBerla, DSB-89 and SCSI Building Component Tampa, FL 33610 Safety Inlormatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type ' Qty Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149503 2218465 E7 Jack -Open Truss 32 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:30:10 2020 Page 1 I D:GZkZSXBELDNJdjXs77W skQzGxTm-gsJ9g5xYvd7ndlAj DehLJ VMxHFEuTMZDCYETyOzv3mR 1-4-0 7-0-0 1-4-0 7-0.0 2 uxo — 1.5xB STP = Scale = 1:22.8 7-0-0 Plate Offsets (X,Y)-- [2:0-4-12,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.21 4-6 >388 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Verl(CT) 0.19 4-6 >439 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.t TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=147/Mechanical, 2=336/0-8-0, 4=.102/Mechanical Max Horz 2=280(LC 12) Max Uplift 3=-189(LC 12), 2=-367(LC 12), 4=-144(LC 12) Max Grav 3=163(LC 17), 2=336(LC 1), 4=138(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 6-11-4 zone; porch left 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=189, 2=367, 4=144. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MO-7473 rev. 10/03/2015 BEFORE USE.�� Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIM11 Quality Criteria, DS8-89 and SCSI Buading Component 6904 Parke East Blvd. Safety Informatlonavallabie from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149504 221 a465 E7P JACK -OPEN TRUSS 4 1 Job Reference o tioi Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:30:10 2020 Page 1 ID:BmoBOY4kHbUgaVse9gBNcuzGcXk-gsJ9g5xYvd7ndlAjDehLJ VMxHFEuTMZDCYETyOzv3mR -12 0 4-4-10 7-0-0 1-4-0 4-4-10 2-7-6 i LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 TCDL 7.0 Lumber DOL 1.25 BC 0.78 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017fTP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 REACTIONS. (lb/size) 3=147/Mechanical, 2=336/0-3-8, 4=102/Mechanical Max Harz 2=280(LC 12) Max Uplift 3— 189(LC 12), 2=367(LC 12), 4= 144(LC 12) Max Grav 3=163(LC 17), 2=336(LC 1), 4=138(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale =1:22.6 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.21 4-6 >388 240 MT20 244/190 Vert(CT) 0.19 4-6 >439 180 Horz(CT) -0.00 4 n/a n/a Weight: 30 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 6-11-4 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of. withstanding 100 Ito uplift at joint(s) except Gt=lb) 3=189, 2=367, 4=144. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: January 15,2020 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M&7473 rev. 'f0/03/201S BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIMIJ CualNv Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type = ' Qty Ply LOT 3715017 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149505 2218465 HISP DIAGONAL HIP GIRDER 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MITek Industries, Inc. wed Jan I 1 b:3u:T1 2u2u rage 1 I D:GZkZSXBELDNJdjXs77 WskQzGxTm-131XuRxAgwFeFSIvnMCadvCAffW CmYMQCz1 Vgzv3mQ 1-10-10 4-9-8 8-11-8 1-10-10 4-9-8 4-2-0 Scale = 1:20.5 4-9.8 4-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 - Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 Rep Stress ]nor NO WB 0.21 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 39 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=184/Mechanical, 2=358/0-3-0, 5=296/Mechanical Max Harz 2=284(LC 8) Max Uplift 4=-223(LC 8), 2=-446(LC 8), 5=-297(LC 8) Max Grav 4=227(LC 13), 2=358(LC 1), 5=296(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 594/459 BOT CHORD 2-7=-638/547, 6-7=-638/547 WEBS 3-6— 603/703 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas'where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 4=223,2=446,5=297. 6) 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: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-121(F=-33, B=-33), 8=0(F=10, B=10)-to-5=-45(F— 12, B=-12) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 111II-7473 rev. 1WO312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual Truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and 10 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, seeANSVrPII Cuallhr Criteria, DSB-89 and BCSI Bulding Component 6904 Parke East Blvd. Safety Informationovalloble from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Qty Ply LOT 37/50/7 11 DIAN RIVER ESTATES/ ST LUCIE COUNTY T19149506 2218465 H7 Diagonal Hip Girder 5 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 Mi I ek Industries, Inc. wed Jan I 1 b:3U:12 2U2U rage 1 ID:GZkZSXBELDNJdjXs77WskQzGxTm-mFRv5nyoRENVtbK5K3jpOwSKY2_exB4Wfsjal Hzv3mP -1-10-10 4-10-4 9-10-13 1-10-10 4-10-4 5-0-8 Scale=1:22.1 JAY — 3x4 = 4-10-4 4-11-0 0'1=8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 43lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=146/Mechanical, 2=402/0-11-5, 6=297/Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-172(LC 8), 2= 465(LC 8), 6=-298(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-684/673 BOT CHORD 2-7=-762/653, 6-7=-762/653 WEBS 3-7=-122/263, 3-6=-693/808 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-3-8 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 4) ' This truss has been designed 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) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=172, 2=465, 6=298. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 52 lb up at 1-5-12, 37 lb down and 52 lb up at 1-5-12, 6 lb down and 82 lb up at 4-3-11, 6 lb down and 82 Ib up at 4-3-11, and 45 lb down and 129 Ib up at 7-1-10, and 45 lb down and 129 lb up at 7-1-10 on top chord, and 37 lb up at 1-5-12, 37 lb up at 1-5-12, 6 lb down and 56 lb up at 4-3-11, 6 lb down and 56 Ib up at 4-3-11, and 34 lb down and 80 lb up at 7-1-10, and 34 lb down and 80,Ila up at 7-1-10 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: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=105(F=52, B=52) 12=-4(F=-2, B=-2) 13=-90(F=-45, B=-45) 14=35(F=17, B=17) 15=-12(F= 6, B=-6) 16= 47(F=-24, B=-24) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 © WARNING- Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. 1WO312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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, seeANSVIPII Quality Criteria, DSB-89 and SCSI BuIldtrrp Component 6904 Parke East Blvd. Safety Infomlationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149507 2218465 H7P Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:30:13 2020 Page 1 I D:GZkZSXBELDNJdjXs77 WskQzGxTm-ER?HJ7zQCYVMUlvi umE2w7_XQSK?gdRfuW S7Zjzv3mO 1-10-10 5-2-5 _ 9-10-13 1-10-10 5-2-5 4-8-7 Scale = 1:22.2 Iv - 0 3x4 = 5-2-5 5-2-5 9-10-13 4-8-7 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 0.42 Vert(LL) 0.05 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix -MS Weight: 43 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=127/Mechanical, 2=598/0-4-15, 5=398/Mechanical Max Harz 2=278(LC 8) Max Uplift 4=-130(LC 8), 2=-414(LC 8), 5— 192(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-939/373 BOT CHORD 2-7=-506/861, 6-7=-506/861 WEBS 3-7=-3/318, 3-6= 935/549 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-11 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=tb) 4=130, 2=414, 5=192. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 3 lb up at 1-4-11, and 56 lb down and 32 lb up at 4-2-10, and 100 lb down and 56 lb up at 7-0-9 on top chord, and 14 lb down and 8 lb up at 1-4-11, and 44 lb down and 25 lb up at 4-2-10, and 74 lb down and 42 lb up at 7-0-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 11=-5(F) 12=-56(F) 13=-100(F) 14— 14(F) 15=-44(F) 16=-74(F) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: January 15,2020 ©WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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, seeANSI/IPII CualI Criteria, DSB-89 and BCSI Bulding Component 6904 Parke East Blvd. Safety Informatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22 14. Tampa, FL 33610 Job Truss Truss Type �'� Qty Ply LOT 37/50/7 INDIAN RIVER ESTATES/ ST LUCIE COUNTY T19149508 2218465 L05 Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, d.z4u s uec b zui a mi i eK inausmes, inc. vvea don i a r a:ou: w 4U4U rdgd r ID:GZkZSXBELDNJdjXs77W skQzGxTm-ieYfW T_2zrdD6vUUSUI HTLXZAsbU P6gp6ACh59zv3mN 1-4.0 4-6-9 9-0.0 11-0-0 15-5-7 20-0-0 21-4-0 1-4.0 4-6-9 4-5-7 2-0-0 4-5-7 4-6-9 1-4-0 a 4x6 = 4x6 = 4x6 = 3x4 = 4x6 = 3x4 = 4x6 = Scale=1:36.9 9-0.0 9-0-0 11 2-0-0 zu-u-u 9.0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.47 9-17 >511 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.39 9-17 >617 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 HOrz(CT) -0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 95 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=812/0-4-0, 7=812/0-4-0 Max Harz 2=-213(LC 10) Max Uplift 2=-960(LC 12), 7=-960(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1271/2628,3-4=-981/2183,4-5=-828/2048,5-6=-981/2183,6-7— 1271/2628 BOT CHORD 2-11=-2257/1121, 9-11 =- 1604/828, 7-9— 2254/1121 WEBS 3-11=-358/747, 4-11=-770/285, 5-9=-769/285, 6-9=358/748 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterjor(2) 2-8-0 to 21-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water.ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=960, 7=960. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39360 MlTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIh7473 rev. 1010312015 BEFORE USE, Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall' building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSV1P11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnationavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 37150/7 INDIAN,RIVER ESTATES/ ST LUCIE COUNTY T19149509 2218465 L06 Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Wed Jan 15 15:30:15 2U2U Page 1 ID:GZkZSXBELDNJdjXs77W skOzGxTm-Ag62jp?gk914k33gOBGW OY4kgGvu8Z9yLgxEeczv3mM -1-4-0 3-2-12 7-0-0 13-0-0 16-9.4 20-0.0 21-4.0 1-4-0 3-2-12 3-9.4 6-0-0 3-9.4 3-2-12 1-4-0 I a 4x6 = 18 19 5x8 = Scale = 1:36.9 3x6 = - 3x6 = 46 = 3x4 = 3x6 = . 3-9-4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017fTP12014 CSI. TC 1.00 BC 0.92 WB 0.30 Matrix -MS DEFL. in Vert(LL) 0.37 Vert(CT) 0.29 Horz(CT) -0.10 (loc) I/deft L/d 9-11 >653 240 9-11 >838 180 7 n/a n/a PLATES MT20 Weight: 98lb LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-4-3 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1551/0-4-0, 7=1566/0-4-0 Max Harz 2— 172(LC 23) Max Uplift 2— 1626(LC 8), 7=-1642(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2929/2909, 3-4=-2764/2791, 4-5=-2483/2591, 5-6=-2796/2826, 6-7=-2961/2945 BOT CHORD 2-11=-2471/2580, 9-11=-2340/2510, 7-9=-2503/2609 WEBS 3-11=-302/381, 4-11= 685/781, 5-9=-665/772, 6-9=-304/381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1626,7=1642. 7) Hanger(s) or other connection device(s) shall -be provided sufficient to support concentrated load(s) 151 lb down and 214 lb up at 7-0-0, 154 lb down and 205 lb up at 9-0-12, and 154 lb down and 205 lb up at 10-11-4, and 221 lb down and 379 lb up at 13-0-0 on top chord, and 452 lb down and 281 lb up at 7-0-0, 98 lb down and 121 lb up at 9-0-12, and 98 lb down and 121 lb up at 10-11-4, and 452 lb down and 281 lb up at 12-11-4 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, 4-5= 54, 5-8=-54, 12-15=-20 Concentrated Loads (lb) Vert:4=-93(B) 5=-144(B)11=-452(B) 9=-452(B) 18= 93(B) 19=-93(B) 20=-82(B) 21=-82(B) GRIP 244/190 FT = 20% Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2020 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 1111I-7473 rev, 101031201E BEFORE USE. * Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek* prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSV1P11 Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 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 and fully embed teeth. For 4 x 2 orientation, locate plates 0-1/id' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ° Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION XMIN Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 c O U a- O Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP 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 ]CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek' MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 0 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.