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HomeMy WebLinkAboutTRUSSo a Ut. fiF;�D 81 EN©INEEFIIN© ASSOCIATES July 28, 2021 Building Department 258 Southhall Lane, Suite 200 Maitland, Florida 32751 P: (321) 972-6491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com Ref: Adams Homes Lot: Lot 22 Blk. 3 Subdivision: Fort Pierce - Waterstone Address: 8312 Almalfi Cir. Model: 3000 CR RHG KA # 21-6773 Truss Company: Builders First Source Date of drawings: 7/23/21 Job No.: 2819461 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package 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. Sinc \��l4iell l lid!lJJJ77,�4 °LICE•4' r 0 • 7'fL Z =E 7/28/2021 7/28/2021 alfL Scott Lewkowski, P.E. Luis Pablo Torres, P.E. . #p56i41 1� A.:.,'� FL. #78750 FL. # 87864 G OA � 5 Engineering Associates, A TSG Company ��BIt 111111/0 "Your Building Code Experts" 59-04-00 r r lose VNo ■MMMMMM�ME 0NOMMMM NMI i. I 61, . . . . .1, ,'.ClA �i■C5A to „-.. Elmo MIME ®1� 10, NEI AIL 11 L40 AiIIIIIIII AiIIIIII lid 1 11111 IN IN 1N 1111110101 I 1� I© ■■��■ 11011 IN �11 NONNI ... IIII■ _1_.'. .1 -:-111111111■IIII■ .. • �� • • r• rr r: rr r rr rr r� rr • r• rr CONNECTORS SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYM 0 11 A*11 LUS24 / JUS24 895 / 835 490 /510 1L� 11 7 A HTU26 / THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 /THD28 4680 / 5040 2140 / 2330 1LB 1 C HTU26-2 / THD26-2 3600 / 3365 2175 / 2340 11C 0 D HTU28-2 / THD28-2 4680 / 5005 11 3485 12696 1 Jul 0 E HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 1 LE 0 F HGUS28-2 / THDH28-2 7460/8025 3235 / 3330 1IF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 111 0 H HGUS28-3 / THDH283 7460/7836 3235 / 4370 1 w 0 J THASR-L29 1910018990 4095 / 4370 1 1J 28 3 X 8 NOP 11 ❑Y Reviewed and Approved ❑ 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 contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsble for confirming and correlating all quantities and dimensions; 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 roamer FDS ENGINEERING ASSOCIATES Date:07t28l2021 By. BHlelo Submittal No.: Project No.: 21-6773 Project Eng.: Carl Brown Project Name: Adams Homes - FL Pierce - Waterston Lot 22 Ph. 3 VERIFY ALLOMENWNSANDCEIUNGOONDMWSPNNMTOAPFROVAL _ SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER MAw VArm FORCERESISTINGSYST CHYWMwan ASCET.1r ENCLOSED IMPORTANT EXPOSURE CATEGORY C OCCUPANOYCATEDORY R This Drawing Must Be Approved And LOADir WIND DAPORTNCE FACTOR1A0 WIND Retemed Before Fabrication Will TRUSSES NAVE BEER OESIONEO FORA 10A PSF BOTTOM CHorm LNE LOAD E Begin. For Your Protection Chock All NONCONCURREWMH ANY OTHER LNE LOADS Dimensions And Conditions Prior To Approval l Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND OED. HAVE TCLL: 20 PSF TCLL: 40 PSF AC EP TCDL• 07 PSF TCDL: 10 PSF BCDL 10 PSF BCDL 5 PSF By Date TOTAL: 37 PSF TOTAL 65 PSF DURATION: 1.25 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI431 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE' PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: Gt12 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE FBC2020 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJECT: Single Family BLK MODEL 1 3000 CR ADDRESS: $312 AMALFI CIR LOT I BLOCK: 22 PH3 SUBDIVISION: WATERSTONE CITY. FT PIERCE DRAWN BY: KSANCHEZ JOB 0: 2819461 DATE: 07/20/2021 I SCALE NTS PLAN DATE 2021 REVISIONS: 1. 2. 3. 4. Builders �� 1 Combining to Se,�C you botto, 4408 Airport Road Plant City, FL 33663 Ph.(813) 306-1300 Fax (813) 305-1301 Lumber design:vaIQ9s are in accordance with ANSI/TP:I" 1 section 63 ::These truss designs rely on lumber values established "by.others. RE: 2819461 - 3000:CR:BLK OPT LANAI.::" M iT.ek USA, Inc:. :Site Information:..: 6904 Parke East Blvd. Ta �� FFLL 33s10=4115 Customer Info: Adams Homes. Port St; Lucie Project.Name: 3000 CR 2"CAR FULL ��NAI . Model: 3000 CR 2.CAR F Lot/Block: 22 ": Subdivision: WATERSTON& 8312 Amalfi Cir Address: 8312 Amalfi.Cir; City: Fort Pierce...: State: FL : "....: Name Address and License # of Structural Engineer of Record, If there "is one,. for the building.. Name:: :.. License #:::.: . .. Address::" . .. City: State:. General.Truss Engineering: Criteria & Design. Loads (Individuala _ Truss Design Drawings Show Special Loading ;Conditions):: _::": Design Code: FBC2020/TP12014 .- .: Design Program: MiTek 20/20 8.4 Wind Code: ASCE:746 _ Wind Speed: 160 mph, ..": Roof Load: 37.0 psf Floor Load: N/A psf This package includes 52 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design" Engineer and this "index. sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers:Rules. ...: No. Seal# .Truss "Name :Date .: No. Seal# : Truss Name:Date . -.1 T24792153. A0.1 E ..7/23/21:: 23 T24792116: D5A ..7/23/21. 2 _ _ :.:T24792154 A02 _ _ . _ `7/23/21 - 24 :: T24792176 D6A.. 7/23/2t 3: T247•92155 A03: :":: 7/23/21 25 ..:T24792177 D7A 7/23/21 4..:.. 724792156 A05G ....: " :: 7/23/21 26 ... T24792178 D8AG ..: " :: " 7/23/21 .5 "' T2479215.7. B1GEC ' 7/23/21 . 27 T24792179 E7 "-7/23/21. 6 T24792158 B2C 7/23/21 : 28 T24792180: E7A 7/23/21 7 T24792159 . B3 7/23/21 : 29 T24792181.: E7T 7/23/21: :T24792160 B4 7/23/21 30 T24792182 G 1 A' 7/23/21 8: ; " :: _ _ , : " 9 ...T24792161 B5 :". ." 7/23/21 31 T24792183 WA 7/23/21 10::: T24792162 66 ::::" 7/23/21 32: T24792184 G3CB " .:: 7/23/21 11 T24792163 . B.7 7/23/21.: 33 T24792185..G4CB 7/23/21: 12 T24792164 R8: 7/23/21.: 34 T24792186 H7 7/23/21: 13....T24792165" B9 .. _ . 7/23/21 35..T24792187' H7A 7/23/21 14 : T24792166 C1 7/23/21 36. -T24792188 KiA 7/23/21 15. _ T24792167 C 1 A " 7/23/21 37 _ _ T24792189 K2AT : .. 7/23/21 16 T247921.68 C3 -"" 7/23/21 38_ T24792-190 K3AT" .7/23/21 17 T24792169:: C3A 7/23/21 • . 39 T24792191 MAT 7/23/21, 18 T24792170, C5 ..7/23/21::- 40 T24792192 . K5AT 7/23/21, 19 ".:T24792171 C5A 7/23/21' 41 T24792193 K6AT•:.:. 7/23/21 20 - :.T24792172 D2A:. ;". "; 7/23/21 42 :" T24792194 K7AT 7/23/21 21 TP-4792173 D3A ..... - :. 7/23/21 43 " " T24792195 K8ATG 7/23/21 . 22" " T24792174. D4A " " 7/23/21. 44' T24792196 N2 7/23/21 The truss "drawing(s) referenced: above have been.prepared by ��p,0 �N VF����i MiTek'USA,, Inc. under "my direct.supervisioii based on .the. parameters ���% �E ti provided by Builders FirstSource (Plant City, FL). truss Design Engineer's Name Velez, Joaquin: 'My license renewal date for the :state of Florida is.February 28, 2023; ..: 41 IMPORTANT: NOTE: The seal on. these .trust component designs is a certification 0 OF i: . that the engineer named is licensed in the jUrisdiction(s) identified and'that'the ,�'• Q. • _ �� designs comply with ANSI/rPI y These designs are based" upon parameters . O (� O,.•' \ shown (e.g., loads, supports;:dimensions, shapes and:design codes), which were�� given to MiTek or TRENCO. Any project specific information included is for MiTek's or ���t .N A1-�0� • .. TRENCO's customers file reference purpose only, and was not taken.into account in the I I I I It preparation of:these" designs. MiTek or TRENCO has not independently verified the JoAqu n Velez P No.68182 applicability of the design parameters:or the designs for any particular building. Before use; MITek USA, Inc.; Cert 6634 the building. designer should.verify applicability of design parameters and properly. 6901 arks East Ivd: Tampa EL 33610 incorporate these. designs into the overall .building design per"ANSIlLPL 1, Chapter 2. Date: " ... July 23,2021. A. Velez, Joaquin. 1. of 2" . 0i RE: 2819461 - 3000 CR BLK OPT LANAI Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 3000 CR 2 CAR FULL LANAI Model: 3000 CR 2 CA Lot/Block: 22 Subdivision: WATERSTON& 8312 Amalfi Cir Address: 8312 Amalfi Cir, . City: Fort Pierce State: FL No. Seal# . Truss Name. Date 45 T24792197 NGE 7/23/21 46 T24792198 PG1 7/23/21 47 T24792199 PG2D 7/23/21 48 T24792200 PG3 7/23/21 49 T24792201 PG4 7/23/21 50 T24792202 PG5 7/23/21 51 T24792203 PG6A 7/23/21 52 T24792204 PG7 7/23/21 2 of 2 Job Truss Truss Type oty. Ply 3000 CR BLK OPT LANAI .. ... .2819461 A01 E GABLE Jab Reference (optional) t3uliaers rirsiJource trlani.yny, t-L); rlant Lay, rL - JJbb/, 1:3.4Jp S Jun 2 2uz1 mi I eK tnaustnes; nc. rr Jul z3 1U:1 U:2b 2U21 rage i. . i ... I D:x_XMgR7vsTpIjX7_7zwKvVygLdl-dzGo_kDaR60yVN 12gNcSvCwP FGtoYI P. KoKMXI nyvDBS -1-4.01 16-11-0 21 8 0 29-10-0 31-2-0 1=.4-0:. 16-11-0 .. .. :. 4`9-0 8-2-0 ..1-4.0 . :.' ...'. 4x4 — • Scale r ..... 6.00:12:_ 10. ..... .. ... . 1 12x14 i 3x8 8 .12 ... 5x6 i 7 :.:. " '3 x4 0 3x1 I 3 6 13 15 ..:. .. .._`. 3x4. �.. . 5: 14 3 x4 3x6'� 4. 28 3ic8 1 1 f8:. i .. 30 3x6 323 t7jv 0' 29 3 — x — — 4x8 — o: 2: 0'6 19 18 .. 1 .. .. , .... — .. ST1..5x8 STP — ' . 27 26.: ' 24 23 22. .: 21 6x8 -5- 3x4 3x8 ST1.5x8 STP = = .:. . 4z6;= =. .. 3x4 = .. - :.6x8 = 6x8 = 0 4 1 21-7-12 ... 21-0-0 29-10 0 0 1 21-7A.1 .. 0-0-4 .. &2-0 .:Plate.Offsets (X,Y)-- [2:0-3-4,0-2-4], [2i0-6-8,Edge], [6:0,3,0,0-370], [8`.0-7-0,0-3-0], [16:074-0,072-1L [21:0-4-0,0-4-8]; [26:0-4-0,0-1-12] 7,7 LOADING (psf) SPACING- 2-0-0' CSI. DEFL. in (loc):' I/doff: L/d PLATES' GRIP TCLL 20.0. Plate Grip' DOLT . 1.25 TC :.:0.69 Vert(LL) ' 0.07:26-27 >999 240 MT20 :244/190 TCDL TO Lumber DOL. ' .' .1.25 BC _..OM. Vert(CT) . -. 0.07 27 >999 180 . BCLL ..0.0 .'.. Rep Stress ]nor NO W B '- 0.57 : Horz(CT) 0.02. 21 n/a n/a BCDL 10.0 Code. FBC2020/TP12014, Matrix-S Weight:.245 lb FT = 200/6 LUMBER- :.' : BRACING- .' . ' . .. . TOP CHORD ' 2x4 SP No.2 . _ ..: TOP CHORD:...:Structural wood sheathing directly applied or 4-3.2 oc purlins. BOT CHORD 2x6.SP No.2 *Except* BOT CHORD ' . Rigid ceiling directly -applied or-6-0-0 oc bracing. . 16-20: 2x4 SP. No.2 P JOINTS 1 Brace at Jt(s) : 28; 291 30 ' WEBS 2x4 SP No.3. ,. OTHERS 2x4 SP Nd.3.". , ., REACTIONS. :All bearings 7-6-0 except ait length) 2=0-8-0, 21=0-7-8. (Ib) - .Max Horz 2=322(LC 1.1) . . ' Max Uplift All uplift 1001b or less at joint(s):19 except 16=-236(LC 12); 2=:608(LC 12), 18=-121(LC 12);. 21=-681(L.0 12) Max Gray.: All reactions 250 lb or less at:joint(s):16, 19, 18 except 2=873(LC 1); 21=1334(LC 1) :. FORCES.. (Ib) = Max. Comp./Max. Ten. • All forces 250 (lb) or less except when shown. TOP CHORD .2-4=-1490/1492, 4-5==1315/1395; 5-6=-928/1083, &7=-911/1.140, 7-8=-914/1248;..:: 8-9=-401%675;.9710=-434/772, 10-11=-422/753,.11-12=-422/710, 12-13=-4/301:— BOT CHORD 2-27=-1330/1488, 26-27=-1076/1302124-26=-550/776, 23-24=-550/779, 22-23=-550/779, . 20-21=-945/933;12-20=-774/754 WEBS 10-22=-462/262, 21-31=-323/308,_15-18=-137/252, 4-27= 273/373, 22-30= 495/839, . 30-31=-558/852, 12-31=-351/648', 8-28=-602/652, 22-28==810/877, 8-26=-587/560, 5-29=-447/434, 26-29= 506/507, 5-27= 203/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE.7-16; 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(3E).=1-4-0 to 2-8-0, Exterior(2N).2-8-0 to 16-11-0, Corner(3R) . . 16-11-0.to 20-11-0, Exterior(2N) 20-11=6 to 31.-2-0 zone; cantilever..Ieft and right exposed ; end vertical left,and right exposed; porch right exposed;C-C for. members.and forces & MWFRS for reactions shown; Lumber D:0L=1.60 plate grip DOL=1..60: 3) Tess designed for wind joads.in the plane of the truss only. For studs exposed to,wind (normal to the face), see. Standard Industry Gable End Details as applicable; or consult qualified building designer as per ANSI/TPI 1: 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ' to the use:of this -truss component. 5) AIVIatesare 2x4 MT20 unless otherwise indicated... .. "" "" " 6) Gable studs spaced at 2-0-0 Do. . .: 7) This truss has been designed,for; a 10.0 psf bottom. chord' live load nonconcurrent.with any; other live loads. ......... .... .... 8) *This truss has been designed for alive; 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. Joaquin Velez PE:No.69182 9) Lumber designated with a "P" is pressure -treated with preservatives.. Plate lateral resistance values have been reduced 20 % where . . Mfiek USA, Inc; FL Cert:6634 used in this lumber. Plates should be protected from corrosion per the recommendation: of the treatment company. Borate or other 6904.Parke East Blvd. Tampa FL 33.610 , suitable treatment may.be-used if it does not corrode the plates. If ACC, CBA, or CA-B treated lumber is used, improved corrosion Date! protection is required; and G185 galvanized plates may be used with this design. Incising factors have not been considered,for this design.' Building designer to Verify suitability of.this product for its intended use. July 23,2021 WARNING -Verify designperameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE.USE.. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and isfor an individual building component, _riot a truss system. Before use, the building designer must verify,the applicability of design parameters and properly incorporate this design Into the overall building.design. Bracing indicated is to prevent buckling of individual truss web,and/or,chord members only: Additional temporary and permanent bracing.. .. MiTek'.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see .. ANSUTPII Quality Criteria, DSB789 and BCSI Building Component . 6904 Parke East Blvd. Salety.lnformation available from Truss.Plate'Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. • .. .' :.' _' _ _' _ ' : Tampa, FL:36610 - Job Truss Truss Type Qty, Ply 3000 CR BLK OPT LANAI a .2819461 A01E GABLE Job Reference (optional) ...... ...... ....... ........ A WARNING -Verity design'parameters and, READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE.USE.. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component,.not�• a truss system. Before use, the building designer must verify.ihe applicability of design parameters and propedy,incorporate this design into the overall. . building.design. Bracing indicated is to preyent buckling of Individual truss web and/or chord members only: Additional temporary and permanent bracing, , � � � � �►/� is always;requlred forstability and to prevent collapse,wi[h possible personal injury and prgperty damage. For general guidance regarding the � � � • IVl��pi�• fabdcalicm, storage; delivery, erection and bracing of, trusses and truss systems, see , , ANSI/TPII Quality Criteria, OSB-89 and BCSI Building Component . ' ' . 6904 Parke East Blvd. Safety. Information available from Truss,PlateInstitute, 2670 Crain Highway, Suita 203. Waldorf, MD 20601 .. .. . . .' :. ....... . .. : Tampa, FL :86610 Job Truss Truss Type Oty ' Ply 3000 CR BLK OPT LANAI . ..".": .. a ' T24792154 . ' .... " 2819461 A02. SPECIAL TRUSS . 2 Job Reference (optional) 14 23:.......: 24 13 12".:. 11 . . . 3x4 = ... 3x4 .... - 3x4 3x6 I 1 .. 3x8 = . .. .....16-11-0 22 3r4 .. 29-10-0 0 4 . 7-6-0 Plate.Offsbts (X,Y)-- [2:0-1-4,0-0-21,[3:0-3-0,0-3-01,[6:0-3-0,0-3r01,[8:0-8-0,0-0-141- LOADING (psf) SPACING- 2-0-0:::' CSI. DEFL. in (lob): 1/dell: Ud :PLATES' GRIP TOLL 20.0. Plate Grip; DOL: 1.25 TC :.:0.38 . Vert(LL) : 0.38 10-20 >245 240 .:. MT20 :244/190 TCDL TO:. LumberDOL.'..1.25 BC .'.0:58.' Vert(CT) .0.33.10-20 >278 180'.' BCLL 0.0 .'. Rep Stress Incr ..:YES WB ' 0.90 . ' Horz(CT) 0.02. 11 n/a n/a BGD.L 10.0 Cgde.:FBC2020(fP12014. Matrix -MS Weight;170 lb FT = 20% LUMBER- " BRACING-.. . TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 5-11-10 oc purlins. BOT CHORD 2x4.SP No.1 'Except BOT CHORD ..'Rigid ceiling directly applied oc5-5-8 oc bracing. 8-M 2x4.SP M 31 WEBS 1 Row at.midpt - 5-10 WEBS 2x4SPN0.3. "" . REACTIONS..: (size) 2=0-8-0,'l1=0-870; 8=0-5-8 MaxHorz 2=335(LC.11) Max. Uplift 2=-556(LC 12),.1.7= 860(LC 12), 8=-387(LC 12) Max Grav 2=1036(LI317), 11=1298(LC 2),.8=32t(LC 22) FORCES. (lb) - Max. Comp./Max. :Ten. - All forces 250 (lb) or less except when shown.' TOP CHORD : 2-3=-1591/1198, 3-4==1492/1220, 4-5= 517/635, 5-6=-57/257" BOT CHORD " 2-14=-1043/1616, 12-14=-553/1041, 10-11=-1250/1697 " WEBS ':.:: ".3-14=-343/535, 4-14--473/79.1,.4A2=-751/765, 5-12-408/643,:7-10=-237/647, ....: 10-12=-190/576, 5-10=-977/563 . NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7=16; Vuit=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(3E) -1-4-0 to 278-0, Extedor(2N) 2-8-0 to 16-11-0, Comer(3R): 16-11-0 to 20-11-0, Exterior(2N) 20-11-0 to 31-2-0 zone;.cantilever left and right exposed:;"end vertical left and rightexposed; porch light exposed;C-C for members and forces & MWFRS for reactions shown; Lumber. DOL=1.60 plate grip DOL=1..6.0 . 3) Building Designer / Project engineer responsible for Verifying applied roof live load shown covers rain loading requirements specific. , : . to the Use of this *truss component. : " 4) This truss has been designed for a 10.0 psf bottom chord jive load non concurrent with any other jive loads.: 5) ' This truss has been designed for alive 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) Pr vide mechanical connection(byothers)-of truss to:bearing plate capable of withstanding:100Ib uplift at joint(s):except (jt=lb) 2=556;'11=860,• 8=387. .... . . . .... . . . .... . . . ... Joaquin Velsk PE: No.88182 ...... MiTek USA, Inc, FL GerF 6834 6904..Parke East Blvd. TampaF 6 -._ Date: ..... . ......... .... July 23,2021.:: ® WARNING -Verify design:parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE .USE, : ' Design valid for use only with MiTek6 connectors. This design is based only upon parameters shown, end is.for sn individual building component, .not. " a �• "" • a truss system. Before use, thepuilding designer must vedfy_the, applicability of design parameters end 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 bracingoftrusses and truss systems, see . • ANSUTP11 Duality Criteria, DSB799 and BCSI Building Component . ' ' 6904 Parke East BWd. Safe ty.lrrtormation. available from Truss. Plate Institute, 2670 Crain Highway, Suite 203. W aldorf, MD 20601 .. .. :. " .. " .. . "' . Tampa, FL .36610 Job Truss Truss Type City. Ply 3000 CR BLK OPT LANAI e f: T24792155 .2819461 A03. SPECIAL TRUSS Job Reference (optional) puuaers rlrstsource Irlant,uly, l-L/;: mant raty, t-L 7:i3bb1, 6.43U s Jun -z zuzi ml I eK Inaustnes, Inc. hn uul z3 iu:iu:Z/ ZUZ1 rage i - I D:x_XMg R7vsTp Ij X7_7zwKvVygLdl-ZM N ZO QFgzj hgkg S Ryofw_d? Ij4S gO6cd Fdre6fyvD8Q -1-4-0 6-3-12 11.5.8 6-11-0 22-3-4 26-4-0 1 '1-4.0 6.3c12. 5-1-12 . 5-5-5 .. 5.4-4 .. 6-0-12 ..... .... .. - .. S 4x6 — tale ='1:59.6 .... .. . 6.00. F12. . .. .. .. .. . ... 3x4 i .' 3x8 � 4 6 . . 18. .. ... 5x6 i 3z6 3 7 ST1.5x8 STP 22-3-4 4x6 11 21 ST1.5x8STP= o 2 . 4x4 11 13 1922-34 20 12 . .. 3x4 3x4 3x ST1.5x8 STP — . =: :. — 3x8 = 3 x6 11 W... . .. 22-0-0 22r3-0 ..2a-4-0 9-1-5 5-1-0 .6-0-12 .... .... :.:Plate. Offsets (X,l)-- [3:0-3-0,0-3-01,[7i0-1-8,0-1-81 .... . . . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc): ' I/dell: Ud PLATES GRIP TOLL - 20.0 Plate Grip DOL1.25 TC' :.:0.69 . Vert(LL) .. 0.20 8-9 >367 240 MT26 ' :244/190 TCDL T.0" LumberDOL.'.' .1.25 BC .'.062.' Vert(CT) .'.0.17.' 8-9 >417 180 " BCLL ....0.0 Rep Stress Incr :YES WB 0.91.., Horz(CT) 0.03. 10 n/a n/a BCDL 10.0 Code. FBC2020/TP12014. Matrix -MS ....: Weight: 160 lb FT = 20%0 LUMBER- BRACING- .... . TOP CHORD' 2x4 SP No.2 TOP CHORD :Structural wood sheathing directly applied or 4-1-8 oc purlins, BOT CHORD ' 2x4.SP No.2 *Except* ..'except end verticals: ' 6-16: 2x4.SP No.3 - BOT CHORD 'Rigid ceiling directly'applied or 441-.13.oc bracing. WEBS 2x4 SP No.3 'Except* 7-8: 2x6 SP No.2 (size) 2=0-8-0, 10=0-8-0, 8=0-8-0 .. . Max. Horz 2=354 LC 1.1 ( ).. .... Max Uplift 2= 577(LC 12), 10=-697(LC -12), 8=-268(LC 12) Max Grav, 2=1052(LC 17), 10=1194(LC 2),-8=190(LC 24) FORCES. "(Ib) - Max. Comp./Max. Ten. - All:forces 250 (lb) or less except When,shown. TOP CHORD' 2-3=-1626/1253, 3-4==1527/1276, 4-5=-569/670, 5-6=-566/681, 7-8=-165/304 BOT CHORD.2-13=-1147/1632, 11=13=-661/1059, 9-10=-1147/1489, 6-9==1052/1022, 8-9=-514/143' WEBS 3-13=-339L529,.4713=-471/790, 4-11=-753/77.1.1.5-11— 222/255, 641=-316/836, 7-9=-162/530' NOTES- ...... 1) Unbalanced roof.live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;, eave=4ft; Cat. -CCorer(3E)-1-4-0to2-8-0;xterior(2N)2-8-0to16-11-0;.C11; Exp C; Encl., GCpi=0.8.MWFAS (directional) and C Eoner(3R) 16-11-0 to 20-11-0, Exterior(21N) 20-11-0 to 28-1-4 zone;. cantilever left and right exposed ;:end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building.Designee/ Project engineer responsible for verifying applied roof live load shown covers rain; loading requirements specific to the use'of thistruss component. " 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) .° T�is 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 by2-0-0 wide wil) fit between the bottotn-chord and any other members, with BCDL = 10.0psf. " 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb tiplift at joint(s) except Qt=lb):' " 2=577: 10=697,, 8=268. ' Joaquin Velei PE: No.611182 M1Tek USA, Inc,. fl Cart 6634 Ivd„ ar. a as . Tampa FL. Date: .... July 23,2021 WARNING - Veritydesi n: arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE.USE.. ® 9 P�• . . _ Design valid for use only with MiTek® connectors. This design is based, only upon parameters shown, andis foi an individual building componenf,.riot �a truss system. Before use, the_building designer must verify the applicability of design parameters and propedy.incorporate this design into the overall .. :. . building.design. Bracing Indicated is to prevent buckling of individual trussweb and/or chord members only: Additional temporary and permanent bracing, , � � �' MITek' is always: required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ' ANSUTP11 Duality Criteria, DSB-89 and BCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL :36610 Job Truss Truss Type Qty. Ply 3000 CR BLK OPT LANAI ! s.T24792156 .2819461 " A05G COMMON GIRDER 1 Job Reference o tional >I 1 . . " 14 15 _ .9. :. 16 1Z':.' 11 10 8 18 7 ST1.5x8 STP = xB = 3x10 11 7x8 = 8 8x10 = ST1.5x8 STP = 4x8 = 6xe.11. 7-1-8 12-0-4 i6-11-0 22-3=4 22 -0 . :. 7-1-8 4-10-12 4-10-12 5-4-4 0- -12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-151, [3:0-3-0,0-3-01; [7:Edge,0-5-8), [8:0-5-0,0-4-12), [10;0-3-8,04-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob);' Well: L/d PLATESGRIP TCLL 20.0 Plate Grip DOLT . 1.25 TC' :.:0.97 . Vert(LL) :.: 0.25.10-11 >989 240 .: MT26 :244/190 TCDL 7.0 Lumber DOL . .1.25 BC . 0.56. Vert(CT)-0.34.10-11 >768 180 . BCLL .0:0 .*.: Rep Stress Incir ...'NO WB 0.77 . Horz(CT) 0.06: 7 n/a n/a' BCDL 10.0 Code. FBC2020/TPI2014: Matrix -MS Weight: 320 lb FT = 201/6 LUMBER- ... ..: BRACING- TOP CHORD 2x4•SP No.2 *Except* TOP CHORD ...:Structural wood sheathing directly applied, except end verticals. 1 3:.2x4 SIPNo.i BOT CHORD 'Rigid ceiling directly -applied or.9-8-1 oc bracing..' BOT CHORD 2x6'SP M 26 . WEBS - 1 Row at. midpt 4-8 WEBS 2x4SPNo.3'Except` 4-10,6-8;2x4,SP:N6:2, 6-7: 2x6 SP No.2, REACTIONS.. .: (size) 2=0-8-0,7=0-8-0_ Max:Horz 2=568(LC 7) Max Uplift 2=-2670(LC 8), 7=-3883(LC 8) :.. .. ..... Max Gray. 2=5427(LC 1), 7=8679(LC i)... . .' FORCES. (Ib) -. Max. Comp./Max. Teri. '-All:forces 250 (lb) or less except When shown. 4. TOP CHORD 2-3=-11704/5517, 3-4=-8650/4031, 4-5=-4798/2320, 5-6=-4802/2316, 6-7=-6988/3222 -' BOT CHORD' 2-1:1=-4888/10398, 1Owl 1=-4855L10330, 8-10=-3508f1.685'..: . .. WEBS 3-1 1=-1446/3015,3-10=-3288/1826, 4-10=-2554/5661, 4-8=-5439/2650; 5-8=-1804/4026, . ..... 6-8=-2725/6285.. ...... ..... NOTES- 1) 2-ply truss to.be connected together with 10d' (0:131 "x3") nails as follows: ' .. . Top chords connected.as follows: 2x4 - 1 row at0-7-0 oc,.2x6 - 2 rows staggered at 079-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows:. 2ic4: 1 row at 0-9-0 oc. . . ........ to: 2 All loads are considered equally a lied to, all lies, except if noted as front F . or back B face in the LOAD CASES section. PI to: q Y PP P P Ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated: 3) Unbalanced roof: live loads have been considered for this design.. ' 4) Wind: ASCE 7-16; Vult=160mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=4011; eave=4ft Cat. Il; frxp C; Encl., GCpi=0.18;'MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip D0L=1.60: ' 5 BuildingDesigner, / Project engineer;res onsible for verifying applied roof live.load shown covers rain loading requirements specific 9. 1P� 9 PP . to the Use of this. truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' . 7) * Ais truss has been.designed for a live load of 20.Opsf on.the:bottom chord in all areaswhere a rectangle 3-6-0 tall by 2-0=0 wide will.fit between the bottom chord and any other members: ' 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift -at joint(s) except Qt=1b).. . . 2=2670, 7=3883: Joaquin Velei PE. N9.66182 9) Hanger(s):or,othe.rconnection device(s) shall: be provided sufficient to stippbrCconcentrated load(s) 1868 Ib;down and 1067 Ib up;at, MiTek USA, Inc. FL Cert:6634 7-1-8,1422 lb' down and 613 lb up at 9=0-12, 1440 lb down and 620 lb up at 11-0-12,1472 lb down and'629 lb up at :13-0-12, 1535 'lb 6904.Parke East Blvd. Tampa FL 33610 lb down and 654 lb up at 15-0=12, 1568 lb down and 671 up:at 17-0-12, and 1661 Ib down and 677 lb up at 19-0-12; and.1512 lb Date: down and 653 lb up at 2170.12 on bottom chord. The design/selection of such connection device(s) is the responsibility.of others. July 23,2021 ndard ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE., besign valid for use only with MiTek®connectors. This design is based only upon parameters shown, and isloian individual building component, not . a truss system. Before use, the.building designer must verifythe applicability of design parameters and propedy.Incorporate this design Into the overall building.design. Bracing indicated is to prevent buckling of individual truss web and/orchord members only: Additional temporary and permanent bracing. _ �qq MiTek' - Is always:required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the _ fabrication, storage; delivery, erection and bracing of trusses and truss systems, see, ANSLITPII Quality Criteria, OSB789 and SCSI Building Component 6904 Parke East Blvd. Safety. Information available from Truss. Plate' Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. .. :. ...... . -. _ :. Tampa, FL :36610 : ' Job Truss Truss Type Qty. Ply 3000 CR BLK OPT LANAI e �: T24792156 2819461 A05G COMMON GIRDER 1 2 Job Reference (optional) ......... ....... _.... ....... .. . RNING- ARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.. WA _... ter.... . .Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component,..ot - 'a . truss system. Before use, the building designer must verify,the, applicability of design parameters and properly incorporate this design into the overall- . buildingdesign. Bracing Indicated is to prevent buckling of individual truss *web,and/or,chord members only: Additional temporary and permanent bracing.. " MITQi'k• is always: required for stability and to prevent collapse.with possible personal Injury and property damage. For general guidance regarding the ... fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . ANSYTpIf Quality Criteria, DSB789 and BCSI Building Component . 6904 Parke East Blvd. Safety. Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. .. :. ' .. .. ' . . Tampa, FL 36610 Job Truss a Truss Type Qty. Ply 3000 CR BLK OPT LANAI T24792157 2819461 B1GEC GABLE 1 T: Job Reference (optional) 3x4 � 4 3x4 i 3.. . 21 2.. .. .. .. .. .. .16 15 .20 19.18 17 .14 5x6 = _... � 20-0-0 ' 20-0-0_ .. . ..:Plate Offsets (X,Y)-- [2:0-4-0,0-1-15],[12:0-4-0,0-1-15],{:1.7:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0::; CSI. DEFL. in (loc):' I/deft:Ud PLATES GRIP TCLL 20.0. Plate Grip_ DOL. 1.25 TC :0.23 . Vert(LL) : 0.00: 12 n/r 120 .: MT20 :244/190 TCDL 7.0 - Lumber DOL 1.25 BC . .0.16, Vert(CT) . . 0.0o. 12 n/r 120 . BCLL .0.0 .*. Rep Stress Incr YES WB 0.10 . Horz(CT) 0.01. 12 n/a n/a BGD.L 10.0 Code FBC2020ITP12014' Matrix-S Weight:. 105 lb FT=20% LUMBER- .. : .'. BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD• . .:Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4.SP No.2 BOT CHORD .. Rigid ceiling directly applied. or.6-0-0 oc bracing.. OTHERS 2x4 SP No.3 All bearing's 20=0-0. - (lb) -:.Max Hoti'2=-220(LC 10) Max Uplift All uplift 100 Ib or less'at joint(s) except 2=-204(LC 12), 12= 204(LC 12), 18=7117(LC 12), 19=-112(LC 12), 20=-151(LC.12),16=-117(LC 12), 15==112(LC t2), 14=-151(LC 12) ......... Max Grav All.reactions 250 lb or less atjoint(s) 2, 121 17, 18, 10, 16; 15.except 20=274(LC 17), 14=280(LC . .18).' FORCES. (lb) - Max. Comp./Max. Ten. - All:forces 250 (lb) or less except when shown. TOP CHORD' 6-7=-98/323, 7-8=-98/323 WEBS :.:: 4-20=-196/340, 10-14�-201/342sp NOTES- 1) Unbalanced. roof live loads have been considered for this design. 2) Wind: ASCE-7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat.. 11; Exp C; Encl.;.GCpi=0.18; MWFRS (directional) and C-C Comer(3E):71-4=0 to 2-8-0, Exterior(M) 2-870 to 10-0-0, Comer(3R) 10-0-0 to' 14-0-0, Exterior(2N) 14-0-0 to'21-4-0 zone;. cantilever left and right'exposed ; end vertical'left and right.exposed;C-C for' members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 M. " 3) . Truss designed for wind loads in the plane of the truss'or11y.: For studs exposed to wind (normal to the face), see Standard :Industry Gable End Details as applicable, or consult. qualified building designeras.per ANSI/TPI 1: 4) Buildirig.Designer/ Project engineer:re.sponsible for verifying applied. roofdive load shown covers raid loading requirements specific' ' to the use of this:truss component. .. :.:5) All. plates are 2x4 MT20 unless otherwise indicated." 6).Ggble requires continuous bottom chord bearing. . 7) Gable studs spaced of 2.-0-0w. .0-0 oc: : 8) This truss has• been designed for a 1 0.0psf bottom chord live load :noflconcurrent with any other live loads, , ; 9) * This truss has been designed for alive 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. . . "10). rovide mechanicat.connection: (by others) of truss to beadng:plate capable of withstanding 204 lb uplift at joint 2, 204 lb. uplift at ....... .joint 12, 117 Ib uplift at joint 18,'112 Ib uplift at joint.l9; 151' lb'uplift at joint 20, 117'lb uplift at.joint 16, 112 Ib uplift at joint.l5 and 151 lb, uplift at joint 14. . .. Joaquin Velez PE: No.68182 MiTek USA, Inc; FL Gert:6834 ..at.e as Blvd. Tampa . Date:..' July 23,2021 ® WARNING - Verity design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE.USE.. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and islor'an individual building component-, .not �• .::a truss system. Before use, thebuilding designer must vedfy.the applicability, of design parameters and propedy'Incorporate this design into the overall. building design. Bracing indicated is to prevent buckling of individual trussweb,and/or'.chord members only: Additional temporary and permanent bracing.. " MiTek'' is always: required forstability and to prevent collapse,with possible personal injury and property damage. For general guidance regarding the - _ fabdcation, storage; delivery, erection and bracing of trusses and truss systems, see,, ANSI?PII Quality Criteria, DSB-89 and BCSI Building Component . 6904 Parke'East Blvd. Safety. Information available from Truss. Plate' Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. .. ' :. .. ' .. ' . . . ' .. Tampa, FL 86610 Jab Truss Truss Type Qty, Ply 3000 CR BILK OPT LANAI _-. .... . T24792158 2819461 B2C Common Truss J66 Reference (optional) OIIIIUCI....... .0 I:C tr—It Ully,-r )y : rldI It idly, rL - 00001 o.4ou s uun a LUL I Iva I eK inuusines,: Inu. -rn JUI Lo I u: I u:o I LUL I : rage t :. I D:x_XMg R7vsTpljX7_7zwKvVygLdl=S7d4EnI LOyB5D IICBdjsBTATohnzy4oDAFpsFQyvD8M I -i-4-0 5-8-0 I10.0_0 .:1'4-q-0 20-0-0 .:.....21-4-0 1-4-0 5-Br0'.. .. 4-4.0 :. 440 . . 5-8-0 1-4-0 ... .. . .. .. -. :' Scale=1:36:5' v 4x4:= 4 2x4 2x4 i. 3 5 .. . ... ... 15 16 2 .. .. .. .. .. m x _ 7 .T'T . d1 5...x = 11 _ ... .... ... ... . 44 = SxB.= _. 4x4 = I. .10-0-0 20-0-0 10.0.0 " . 10-0-0 Plate.Offsets (X,Y)-- [2:0-1-4,Edge], [8i0-4-0,0-3-0] .... LOADING (psf) SPACING- 2-0.0:; CSI. DEFL. in (loo);' I/deft; Ud ':PLATES.GRIP TCLL 20,0. Plate Grip DOL: 1.25 TC .:0.56 Vert(LL) .:-0.16 8-11 >699 240.:. MT20 244/190 TCDL TO Lumber DOL . . ". .1.25 BC . .092 . Vert(CT) .' -0.34. 8-14 >696 180' BCLL .0.0 .'. Rep Stress ]nor .:YES WB 0.26. Horz(C.T) 0.08: 6 n/a n/a BGDL 10.0 Code. FBC2020/TP12014 Matrix -MS Weight:.90 lb FT = 20% LUMBER- '.BRACING TOP CHORD-' 2x4 SP No.2 "" ...: TOP CHORD' ...:Structural wood sheathing directly applied or 4-16-0 oc purlins. BOT CHORD' 2x4.SP No.2 BOT CHORD '.. Rigid ceiling directlyapplied or 2-2-0 oc bracing. .' WEBS .... 2x4 SP No.3 ... . . . REACTIONS. (size). :2=0-8=0, 6=0-8-0 Max Horz"2=233 LC 11 "" Max Uplift 2=-531 LC 12 , 6=-531 LC 12 Max.Grav 2=812(LC 1.), 6=812(LC.1) FORCES. (lb) - Max. Comp:/Max: Ten. - All forces 250.(lb).or less except when shown.. TOP CHORD 2-3=-1212/1234,'3=4=-928/942, 4-5=-928/942; b-6=-1212/1234 . .. .. BOT CHORD : 2; 8=-918/1103, 6-8=-901/1057 , WEBS " 4-8=-519/587,5-8=-399/592;8-8==398/592 NOTES- . -1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vul6=160hfph (3-second gust) Vasd=124rnph; TCDL=4.2psf; BCDL=6:0p'sf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E):-.1=4-0 to 2-8-0, Exterior(2N) 2-870 to.10-0-0, Corner(3R): 10-0-0 to 14-0-0,. Exterior(2N) 14-0-0 to 21-4-0 zone; cantilever left and right.exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1:60 plate'grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown:covers rain loading requirements specific to. the use of this truss component. 4 Is truss: , as been designed f&a 10.0 ps, bottom Chord livia load nonconcurrent with any other live loads. . 5) " This truss has'been designed for alive 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.othermembers. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 531 lb uplift at joint 2 and 531 lb uplift at jo]r.t 6. ....... Joaquin Velez PE: No.68182 MI ek USA, Inc: FL Gert.6634 East Blvd. Tampa Date:..July 23,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. ' Design valid for use only with MiTek® connectors. This design is based, only upon parameters shown, and is for'an individual building component, not. �- a truss system. Before use, the building designer must vedfy,the applicability of design parameters end propedy.incorporate this design into the overall ... j . building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and perrnanent bracing.. _ ' • T �.pQk" is al way s:requ.ired torstability and to prevent collapse.wi[h possible personal Injury and property damage. For general guidance regarding the IVA� I - fabrication, storage; delivery, erection and bracing of trusses and truss systems, see.. • ' ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component . . . 6904 Parke East Blvd. Satety.lnlormation available from Truss. Plate Institute, 2670 Crain Highway, Suite 203. Waldod, MD 20601 . . .... .. .. .. .:.:: Tampa, FL 36610 .'.': Job Truss Truss Type Qty. Ply 3000 CR BILK OPT LANAI .. ..'. . .':.' T24792159 2819461 B3:. Common 3 Job Reference (optional) ounuerb ru�rauurue tridnr.yny,-rL),: mare L.ny, rL - am3oa, - - a.vau s uun a zuz i nn t eK moustnes; inc. •rr uui zo i unu:oi zurt : rage i. . ID:2iJWRJWv4NRw3aL?k?2OvNzXRgt•S7d4EnILOyB5DIICBdjs8TAU?huQy3pDAFpsFQyvD8M 4-10-12 9-7-8 .: .... 14:4:4'. 19 7 8 20-11-8 4.10-12 4.8-12 .4-8-12." 5-3-4 ... Scale=1:35.6 �. 4z4=.. . ..... ..... - .... 3 ... ... 6.00 12 2x4 \\. 17 18 2x:4 . . .. 16 19 1r p, a 5 . ...: . , _ Io ST1:Sz8 g , 9 8 7 .. e 'e . ... .... .. ... ... 3x4. _ 3x4 = 3x4. 3x4 = 3x4 = 5-11-3: 13-3-13 . .:...19 7 8 5-11-3. .. . . ..'..'. . .': 7-4-10 .':6-3-11 Plate.Offsets (X,Y)-- [1:0-0-0,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lop): I/de.fl;' L/d PLATES. GRIP TOLL 20.0. Plate Grip DOLT . 1.25 TC' : - :0.48 vert(LL) -0.07. 7-9 >999 240 MT20 244/190_ TCDL 7.0 ". Lumber DOI-.... .1.25 BC .' 0:51 Vert(CT) . ' : 0..16. ' 7-9 >999 180 BCLL 0.0 .* Rep Stress Incr .YES WB 0.32 . Horz(CT) 0.03. 5 n/a n/a . BCDL 10.0 Code.:FBC2020ITP12014' Matrix -MS Weight:.90Ib FT=20% LUMBER- BRACING- TOP CHORD:2x4 SP No.2 _ - : "....: TOP CHORD ... :Structural wood sheathing directly applied or 5-04 oc purlins. BOT CHORD 2x4.SP No.2 BOT CHORD '..'Rigid ceiling directly applied or.6-7-9 oc bracing..' .WEBS :. 2x4 SP No.3 - REACTIONS. (size). :1=0-3=8;:5=0-8-0 Max Horz 1=-223(LC 10) MaxUplift 1=404(LC 12), 5=-528(LC 12) ..... . Max.Grav 1=724(LC 1.), 5=861(LC 1) FORCES. (lb) - Max. Comp./Max-Ten., - All forces 250.(lb).or.less except when shown. . . TOP CHORD 1-2=-1216/1003; 2-3=-1119/1049, 3-4=; T171/1.079, 4-5=-1265/1030:::6. BOT CHORD 1-9=-712/l090, 7-9= 358/702, 5-7= 772/1089 " ' WEBS 3-7= 416/552, 4-7=-310/441; 3-9==367/482, 2-9=-280/419 NOTES- -1) Unbalanced roof live loads have been considered for this design. . 2) Wind: ASIDE 7-16; Vult=160rriph (3-second gust) Vasd=124fnph; TCDL=4.2psf; BCDL=6:0psf; h=25ft;.B=45ft; L=40ft; eave=5ft; Cat.. II; Exp;C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E):0-0-0 to 4-0-0, Interior(1) 4-0-0 to 9-7-8, Exterior(2R) 9-7-8 to 13-7-8,.Interior(1) 13-7-8 to 20-11-8 zone;C-C.for members and forces:&" MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown:covers rain loading requirements specific " to the use of this truss component. 4 This truss.has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 5) ' This truss has been designed for alive' 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 othermembers. :..6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 404 lb uplift at joint 1 and 528 lb uplift at joigt 5. .... . . . .... . . . .... . . . .... Joaquin Velez PE. No..182 I e , nc., .art. . . East Blvd. Tampa .. Date:. . ' . . . . July 23,2021.. . A WARNING - Verify design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 vedfy_the, applicability of design parameters and properly.incorporate this design into the overall- .. ..'.. . buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/orchord members only: Additional temporary and permanent bracing .. MiTek' is always required for stability and to prevent collapse.with passible personal Injury and property damage. For general guidance regarding the " fabrication, storage; delivery, erection and bracing of. trusses and truss systems, see. ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component . ' 6904 Parke' East Blvd. Safety. Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 ....... . . ..' .. . ". Tampa, FIL 36610 Job Truss Truss Type Qty. Ply 3000 CR BLK OPT LANAI . . . :. ..'..'. . . :. [ t: T24792160 2819461 64' . Half -Hip Truss Job Reference (optional) 14 15 7: e . a ....9 6x8.= .... . . ii4 - .... .... 4 = . .. .... x . .. 81:1-8. 1978 8-11-8 . 10.8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) : ,I/defl; Ud P,LATES, GRIP TOLL' 20.0 Plate Grip DOL 1.25' TC 0.72 Vert(LL) 0.22 7712 >999 240 :MT20 : 244/190 TCDL 7.0 Lumber DOL :.:. 1.25 BC :.:0.77 , Ve'rt(CT) :. -0.48• 7-12 >485 BCLL 6.0 "' Rep Stress Incr. YES WE. .0:77. Horz(CT). .O.OP. 5 n/a n/a .". BCDL .10.0. Code FBC2020/TPI2014 Matrix MS Weight: 105.Ib : FT = 20 LUMBER- BRACING- TOPCHORD 2x4 SP'No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, BOT CHORD ' 2x4 SP No.2 *Except* — : "' — : :except end verticals. 5-8:.2x4 SP No.1 BOT CHORD .. Rigid ceiling directly applied or.7-5-6 oc bracing.. .' . .WEBS ' .. 2x4 SP No.3 . REACTIONS. (size) ,9=04-8; 5=0-8-0 Max Horz 9=-426 LC 10 Max Uplift 9=-427(LC 8), 5=-515(LC 12) Max.Grav 9=866(LC 1.8), 5=947(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250.(Ib).or legs except when shown. TOR CHORD 2-3=-850/748, 3-4=-995/776, 4-5=-1278/977 BOT CHORD.: 7-9=-102/626, 5-7=-641/1092.. _ .: WEBS 2-9=-842/809, 2-7=-284/537; 3-7==99/285, 4-7=-439/559 NOT.ES- 1) Wind: ASCE 7-16; Vult=166rhph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6:0psf; h=25ft; B=45ft; L=40ft; save=4ft; Cat. 11, Exp_C;. Encl., GCpi=018;'MWFRS.(directional) and C C Corner(j) 0-1-12 to 4-1-12,'Exterior(2E) 4-1: 12 to 20-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C'for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project.engineer responsible for. verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) :Provide adequate drainage to prevent water ponding.:. 4) This truss hap been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 5) *This truss has been designed for alive 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 427 lb uplift at joint 9 and 515 lb uplift at .. .. joip't 5. s. .. Joaquin Velez PE: No.68182 . MtTek USA, Inc; fL Cart .66 East Blvd. Tampa Date:.. . .... .... ...July 23,2021' ®WAR IN -Verify tydesi n'parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFOREUSE. . :�- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andisforan individual building componenf,;not a truss system. Beforeuse, the,building designer must vedfy.ttie applicability of design parameters and propedy.incorporate this design Into the overall buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or,chord members only: Additional temporary and permanent bracing. 1 e is always; required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the . . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . ANSi/l17I1 Quality Criteria, DSB-89 and BCSI Building Component . 6904 Parke'East Blvd: Safety.information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. . - :. .. .. :. ' Tampa, FL .36610 Job Truss Truss Type Qty. . Ply 3000 CR BLK OPT LANAI c +: T24792161 2819461 B5:. Half.Hip 1 1: Job Reference (optional) ".:t7IdLe.U11bUL5 (A, i L- f9:U-07%U-4-Vf ' LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc). I/deft: Ud PLATES GRIP TCLL "20,0 PlateGrip.DOLT. 1.26 TC :.:0.59. Vert(LL) :-0.08. 5-7 >999 240.:. MT26 :244/190 TCDL 7'.0 Lumber DOL . . . .1.25 BC . .0:54 . ' Vert(CT) .-0..14. 6-7 >999 180 . BCLL ....0.0 .' Rep Stress Incr .YES WB 0.74 . Horz(CT) 0.03: 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014; Matrix-MSr Weight 109 lb FT = 20% ..... LUMBER- BRACING - TOP CHORD" 2x4 SP No.2 TOP CHORD ....:Structural wood sheathing directly applied or 4-6-3 oc purlins, BOT CHORD 2x4.SP No.2 except end verticals: WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directlyapplied or 5-1.1-.0 oc bracing..:. WEBS 1 Row at midpt 4-6 REACTIONS. . . _ TIONS. (size). :2=0-8-0,:6=0-3-8 .:.Max,Hot2'2=457(LC 12) Max Uplift 2=-460(LC 121, 6= 466(LC 12) Max.Grav 2=966(LC 1.7), 6=882(LC 17) FORCES. (lb) - Max. Comp:/Max: Ten. - All forces 250.(Ib).or less except when shown. . TOP CHORD 2-3=-1463/669, 3=4'=-796/392 BOT CHORD 2-9=-952/1353, 7-9= 952/1353, 6-7=-467/686 WEBS 379=0/261, 3-7=-763/546,.44=-152/625, 4-6=-915/621 ' NOTES- -1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160niph (3-second gust) Vasd=124mloh; TCDL=4.2psf; B'CD1_=6:0p'sf; h=25ft; B=45ft; L=40ft; save=5ft; Cat., 11; Exp:C; Encl.;-GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)=1•-4-0 to 2-8-0, Interior(1) 2-8=0 to 12-8-0, Exterior(2R) : : ": " 12-8-0 to 18-3-14; Interior(1) 18-3-14 to 19-5.12 zone;C-C for members and .forces & MWFRS for reactions. shown; Lumber DOL=1:60 plate grip DOL=1.60 . 3) Building Designer/ Project engineer responsible forverifying applied roof live load shown:covers rain loading requirements specific IQ the use of this truss component. 4 Provide adequate. drainage to prevent water ponding: 5) This truss has been designed for a 10.0 psf bottom chord live load noriconcurrent with any other live loads. " 6) ' This truss has been designed for alive 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,: with BCDL = 10.Opsf. .7) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 460 lb uplift at joint 2 and 466 Ib uplift at joint 6. .... .... . Joaquin Velei PE. No.68182 ... Mf ek USA, Inc. FL Gert;6634 6904 Parke as Blvd. Tampa FL 33610...,: Date:. July 23,2021 .: ... WARNING -Verify desi n: arameters and READ NOTES ON THIS AND INCLUDED M T -BEFORE® fy g p I EK REFERENCE PAGE rev. 6/uildin 0 �� . 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 individual 6mp6ne t,.nof 'a truss system. Before use the buildirl designer must verify the applicability y _ _ . g g y . _ app. cab..ty of design parameters and propedy;incorporate this design into the overall building•design. Bracing indicated is to prevent buckling of individual truss web,and/or"chord members only. Additional temporary and permanent bracing, is always: required for stability and to prevent collapse,with possible personal injury and property damage. For general guidanceregarding the " fabricaion, storage; delivery, erection and bracingof trusses and truss systems, see � . � � ANSM11 Quality Criteria, DSB-89 and BCSI Building Component , � � . 6904 Parke"East Blvd, Safety ormation available from Tmss,Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 ' Job a Truss i Truss Type . .. Qty. Ply 300OCR BLIC OPT LANAI 1 T24792162 2819461 " B6:. Half Hip 1 1. :. Job Reference (optional) . tsuimers rlrsiJOUfCe (rlar1l: lly, rL), : talent L:ny, rL - d�bbl ti.43U S Jun -4.2Uzi MI I eK Inausines, Inc. rrl Jul zd 1 U:l U:d4 zuzi rage l ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-silCtpKEJtZg4lUnsmHZm5oxauto9P5fsD2WsIyvD8J -1-4-0 7-7-4 14-8.0 :... 19-7.8. 1.4-0 7-7-4 7-0-12. . :. 4-11-8 • 4x(3 = ale: /4" 1' S 1 - • : .' 2x4 11. 6.00 Fl2 15 - 5x8 G 14 ' . .':.' .. .. . . . 3 13 ST1.5x8 STP = 2 d 1 .. e..i .'. ... 9 g 7 6 . 4x4 - .. 3x4 2x4 .11 • . 7-7.4-14-8-0 ... - 19.7=8 7-7-4 7-0-12. 4-11;8' ' Plate Offsets (X Y)-- [3:0-4-0,0-3-0], [4:0-5-4,0-2-0] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc): Vdefl ' Ud PLATES_ GRIP TCLL 20.0 Plate Grip. DOLT . 1.25 TC :. 0.72 Vert(LL) 0.14 9-12 >999 240 . MT20 244/190 TCDL 7.0 Lumber DOL. 1.25 BC . .0.66 . Vert(CT) 0.22. 912 >999 180 .' BCLL .0.0 `. Rep Stress Incr . . .YES WB 0.35 . Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Gode FBC2020ffP12014: Matrix -MS Weight:.114 lb FT = 20% LUMBER- .BRACING- . ..'. .':. _ TOP CHORD' 2x4.SP No.2 TOP CHORD ..Structural wood sheathing directly applied or 4-4.3 oc purlins, BOT CHORD 2x4.SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD -Rigid ceiling directly applied or 5-1.1-4 oc bracing. . :WEBS 1 Row of micipt 3-7, 4-6 REACTIONS. (size)_ 6=0-3=8, 2=0-8-0 Max Holz 2=519(LC 12) Max Uplift 6=-488(LC 121, 2=-438(LC 12) Max.Grav 6=905(LC 17), 2=964(LC 17) FORCES. (lb) -Max. Comp./Max-. Ten. -All forces 250.(Ib),or less except when shown. TOP CHORD 2-3=-1376/547, 3=4=-587/251 BOT CHORD' 2-9=-884/1278, 7-9=-8B5/1272,,6-7=-348/489 WEBS 3-9=0/324, 3-7=-907/616, 4-7=-206/672, 4-6=-885/628 .' NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph'(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=401ft; eave=5ft; Cat._ 11; Exp:C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E):-1-44to 2-8-0, Interior(1) 2-8-0 to 14-8-0, Exterior(2E) . 14-8-0 to 19-5-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project.engineer responsible for.verifying applied roof live load shown covers -rain loading requirements specific " to the use of this truss component. 4) Provide adequate drainage to.prevent water ponding.: . 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 alive 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 488 lb uplift at joint 6 and 438 lb uplift at jojj it 2. : Joaquin Velei PE: No.69182 .... .:. M[Tek USA,ing; fL Gert;6634 East 6904.Parke Blvd.Tampa ampa . Date:. p." " ' July 23,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. ..�� .. . Design valid for use only with WOW connectors. This design is based only upon parameters shown, and is'for an Individual building componenf,:not a truss system. Before use, the building designer must vedfy,the applicability of design parameters and propedy Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web.and/or.chord members only: Additional temporary and permanent bracing_ . MITpk• is always:required for stability and to prevent collapse.with possible personal Injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . ANS//rPlf Quality Criteria, DSB-89 and BCSI Building Component . 6904 Parke East Blvd. Safe ty.lnformation available from Truss. Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL .36610 Job Truss Truss Type sty. Ply 3000 CR BLK OPT LANAI e +.: . T24792163 2819461 " B7 Half.Hip Job Reference (optional) ounuer5 n15t00u1ue triant_uny, r_ y,: riant t,.ny, rL - JJOO/, m4ou 9 Jtln z zu21 mi I eK inauslnes; mc. rn JUI zi I U:I U:&) 2U21 - rage 1 I D:x_XMg R7vsTplj X7_7zwKvVygLdl-Kvs a49Ls4 BhXhv3zQTooJJ LBuI BTuj?o5tn30 CyvDB I 1 4 0 5-11-0 11-3.5 16-8-0 19-7-8 1 4_0'..'. 5-11-0 5.4 5 5-4-11 2-11-8 S _:507 4x6 = 3x4 c ae " " . ' 6.00 12 S.: 6 Sx6 i .4- . 14 " ST1.5x8STP= . 1 .... e 10 .9.: 15 16. 8 3x4 W.4x8 - 3x6 3x4 = . B-7-4 3r = 16-8-0 _19 7 8 8-7-4 . 8+0=12 2-.11-8 Plate.Offsets (X,Y)-- [2:0-0-8,Edge] [4:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lop).' Vdefl Ud PLATES. GRIP TCLL " 20.0 Plate Grip DOL. 1.25 TC-.:0.43 . Vert(LL) :. -0.13. 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC . -.0:76 . Vert(CT) . -0.22. " 8-10 >999 180' . ' - BCLL 0.0 `. Rep Stress Incr YES WB 0.94 : Horz(CT) 0.62. 7 n/a n/a BCDL 10.0 Code.:FBC2020/TPI2014, ... Matrix -MS Weight: 126 lb FT = 20% . LUMBER- . . : ..: . BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD .. :Structural wood sheathing directly applied or 4-4-11 oc purlins, BOTCHbRD 2x4. 0.2 except end verticals: .WEBS " 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 6-070 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS. (size). .7=0-3=8; 2=0-8-0 Max.Horz'2=581(LC 12) Max Uplift 7= 513(LC 12), 2=-413(LC 12) Max.Grav 7=928(LC 17), 2=972(LC 17) . FORCES. (lb) -Max. Comp./Max: Ten. - All forces 250.(Ib) or less except when shown. . TOP CHORD 2-3=-1438/483; 3-4=-1240/405, 4-5= 361/111,:5-6=-286/192, 6-7=-938/668 BOT CHORD.: 907/1371, 8-10=-608/848 ; .2-10- WEBS "3-10=-359/352, 4-10==178/67P, 4-8= 787/577, 5-8=-122/286, 6-8=-626/940 .... . NOTES- 1) Unbalanced roof live loads have tieen considered for this design. 2) Wind: ASCE 7-16; Volt=160'nfph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0p'sf; h=25ft; B=45ft; L'=40ft; eave=5ft; Cat. 11; Exp:C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E):=1-4-0"to 2-8-0, Interior(1) 2-8=010 15-8-0, Exterior(2E) 16-8-0 to 19-5-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building" Designer/ Project.engineer"re.sponsible for verifying applied' roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage'to.prevent water ponding. 5) This truss:has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. . 6) *This truss has been designed for alive 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, with BCDL =1 mpsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 513 lb uplift at joint 7"and 413 lb uplift at " --eot 2. a Joaquin Velez PE: No.68182 • MiTek USA, Inc. FL Gert 6834 6904 East Blvd p F .Parke .Tama L 33610 Date: July 23,2021 Q WARNING - Verify design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE .USE. , besign valid for use only with MiTWP connectors. This design Is based, only upon parameters shown, and is fog an Individual building componenf,_not " . a truss system. Before use, the,bullding designer must vedfy,the applicability of design parameters and propedy Incorporate this design into the overejt " building design. Bracing indicated is to prevent buckling of individual truss web,and/or.chord members only: Additional temporary and permanent bracing MITe'k• Is always: required for stability and to prevent cpllapsewith possible personal injury and property damage. For general guidance regarding the . . . . " fabrication, storage; delivery, erection and bracing -of trusses and truss systems, see. " " " - ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component . ' . 6904 Parke East Blvd. Safe ly.I.ntormation available from Truss. Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 - :. .. .. . " Tampa, FL "36610 " Job Truss Truss Type Qty. Ply 3000 CR BLK OPT LANAI T24792164 2819461 8. Hal .Hip .. . Job Reference (optional) t3utluers rirsiouurce trlant kdty, r-L),: riant Gny, rL - JJbbr, t1.4JU S Jun 2 zu21 mi I eK mausings, Inc. rn JUI ZJ 1 u:l u:J6 2u21 rage 1 - ID:x_XMgR7vsTpljX7_7zwKvVygLdl-o50zHV.MUrUpOJ3eAzBJIrWtJSiWGdlnyKXXdweyvD8H 1-4-0 670 1278 1880 19-78 1=4-0 :. 6-7-0 6-0.8 '..'. :.' 6-0-8 11- Scale = 5 4x6 = S '1: 80' 3x4 ._ .. s.00 12 5 , 6 5x6 4 15. 2x4 .. .:.: 3 14... . ST1.5x8STP 2 . 1. o , 10 " g 18 8 7 . .3x4 = 3x4 = 3x6 = 3x4 i 9-11-4 18 8 0 6x1gg 95-0 9-11-4 8-8-12 11- Plate.Offsets (X,Y)-- [2:0-2,10,0-ir8], T4:0-3-0,0-3-0], [6:Edge,0-1-8], [7:EdIae,0-1-81, [8:073-8,073-0] LOADING (psf) SPACING- 2-0-0' CSI. DEFL. in (loc)_' I/defl. Lid PLATES GRIP TCLL 20.0 Plate Grip_ DOL: 1.25 TIC :.:0.63 . Vert(LL) -9.33 8-10 >699 240 MT26 244/190 TCDL 7.0 LumberDOL. 1.25 BC .'.0:79.' Vert(CT) . -0.57, 8-10 >410 180'. BCLL .0.0 '. Rep Stress Incr ' .YES WB 0.40. Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight;120 lb FT = 20% LUMBER- BRACING- .. ' . ' . TOP CHORD 2x4 SP No.2 r TOP CHORD,. ..:Structural wood sheathing directly applied or 4-3711 oc purlins, BOT CHORD 2x4 SP No.2 *Except* ..'except end verticals: 2-9i 2x4 SP No.i BOT CHORD Rigid ceiling directly applied or 6-6-1.1 oc bracing. WEBS 2x4 SP No.3'Except* .... WEBS 1 Row at midpt. 6-7, 4-8 6-7: 2x4 SP No.2 REACTIONS. .. (size) 7=0-3-8, 2=0-8-0 Max Horz 2=643(LC 1.2).. . . . . Max Uplift 7=-542(LC 12), 2=-384(LC 12) :. Max Gray.7=973(LC 17), 2=969(LC 17). FORCES. '(lb) - Max. Comp./Max. Teri.- All forces 250 (lb) or less except when;shown. TOP CHORD2-3=-1381/382, 3-4=-1139/267, 6-7=-381/103 BOT CHORD 240=-859/1328, 8-10=-561/728` ....' WEBS 3-10=-4b1/401.,.4A0— 215/805, 5-8=0%305, 4-8=r975/673 NOTES- 1) Unbalanced roof -live loads have been considered for this design. 2) Wind: ASCE 7=16; 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(2E) -Iw4=0 to 2-8.0, Interior(1) 2-8-0 to 18-8-0, Exterior(2E) 18-8-0 to 19-5-12 zone;C-C for members and forces & MWFRS.for reactions shown; Lumber'DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ---- 4) Provide adequate drainage to prevent waterponding. 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 alive 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, wftli BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 542 lb uplift at joint-7-and 384lb uplift at joint 2, . ..... .... . . . Joaquin Veld PE; No.66182 MI ek USA, Inc, FL GeR 6634 6904 ' Parke .. ate:.. . .... 0 WARNING -Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design Is based; only upon parameters shown, and Is'foi'an Individual building c6mp6.nenf,'60t - • a truss system. Before use, the building designer must vedfy,the. applicability of design parameters and properiy;incorporate this design into the overall • building design. Bracing Indicated is to prevent buckling of Individual truss web.and/orchord members only: Additional temporary and permanentbracing. is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the , - fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ", , ANSLITP11 Quality Criteria, DSB789 and BCSI Building Component. 6904 Parke East Blvd. Safety. Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL:366t0 Job Truss a Truss Type - . Qly. Ply 3000 CR BILK OPT LANAI . t: ... T24792165 .2819461 9:. Monopitch 1 1: :. .. ..... Job Reference (optional) 8 7 14. .. . 6 3x4 = 3x4 = 6x8. 19-7-8 , 9-8-7 :riate.uttsets (x,r)-- C2:U-U-4,hagej, [4:U-3-U,U-3-4] LOADING (psf) SPACING- 2-0-0:;;' CSI. DEFL. in (loc):I/de.fl:' Ud :PLATES_' GRIP TCLL 20.0 Plate Grip DOL 1.25 TC : 0.67 Vert(LL) 0.34: 6-8 >684 240 MT20 244/190 TCDL 7.0 Lumber DOL . .1.25 BC . .0.81 . Vert(CT) -0.54. 6-8 >436 '180 ' BCLL 0.0 .'. . Rep Stress Incr . . YES WB 0.44. Horz(CT) 0.02. 6 n/a n/a BCDL 10.0 Coc1a .FBC2020/TP12014. Matrix -MS 1Neight:.108 lb FT = 20 LUMBER- ... ..: 'BRACING- TOP CHORD 2x4.SP No.2 .... TOP CHORD . Structural wood sheathing directly applied or 4-3-5 oc Rudins, BOT CHORD' 2x4.SP No.2 "Except .. except end verticals: : ..... 2-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-11-3 oc bracing. WEBS 2x4 SP No.3. .:WEBS 1 Row at midpt. 5-6, 4-.6 REACTIONS.: (size) 2=0-8-0,'6=0-3-8... Maz Horz 2=667 LC 12 Max. Uplift 2= 372(LC 12),.6=-554(LC 12) Max Grav 2=967(LC 17), 6=990(LC 17) .... FORCES. (lb) - Max. Comp./Max : Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD.:,273=-1372/467, 3-4=-1130/322,,5-6=-183/279 " BOT CHORD . 278=-1034/1327, 6-8==588/734 WEBS :.::' 3-8=-401/490, 4-8=-240/783; 4-6=-972l783 NOTES- 1) Wind: ASCE 7-16; Vuit=-160rnph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL'=&0p'sf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.. 11; Exp.C; Encl., GCpi=0.18; MWFRS, (directional) and C-C Extedor(2E):=1-4-0 to 2-8-0, Interior(1) 2-8=0.tO. 1975-12 zone;C-Cfor "' members and forces & MWFRS for reactions shown; Lumber DOL=1.60'plate'grip DOL=1.60 2) Building Designer / Project.engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designWor, a 10.0 psf bottom chord live load nonconcurrent with .any: other live loads. 4) "This truss has been designed for alive -Load of.20.00sf on the bottom:chord in allareaswhere a rectangle 3-6-0 tall by2=0=0 wide :.: .... . . . will fit betwe.en'the bottom chord and any other members, with BCDL =10.Opsf: 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 372 lb uplift. at joint 2 and 554 lb uplift at joint 6. _. Joaquin Velez . o. , MiTek USA, Inc. FL Cott6634 ..6904 Parke as Blvd. Tampa . _ Date: July 23,2021 A WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.. .. . Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and isfoi'en individual building comporent ;:riot �- A truss system. Before use, the building designer must verifythe. applicability of design parameters and properly.incorporate this design into the overall building,design. Bracing indicated is to prevent buckling of individual truss -web and/or.chord members only: Additional temporary and permanent bracing_ " . _ MiTek"� is always. required for stability and to prevent collapse,with possible personal Injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of, trusses and truss systems, see . ANS11Tplr Quality Criteria, DSB-89 and SCSI Building Component . • . 6904 Parke* East Blvd. Sataty.lntormation, available from Truss. Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. . .. ' .. ' .. ' .... .... Tam a, FL36610 ' Job Truss Truss Type Qty.' Ply 3000 CR BLK.OPT LANAI � `� . ' . ' :. ' T24792166 .2819461 " C1. JACK -.OPEN TRUSS 2 1: : . Job'Reference o tienal aunuers nrslaource irianl uuy,-rL/,, riani uny, rL - JJ0of, - u.43U S Jlln Z"ZUZI mi I eK InousinesOnc. rn JUI Z3 l u:l u:ou zuzl: rage l ID:x_XMgR7vsTpliX7_7zwKvVygLdILDg65wXOM8PBzAW NlfJskT9VuXvkHgljOOVIHXzyvDBE -1-4-0.:.... 0 11 4 1-4-0 . 0-11-4 Sc ale = 1:7:6 .... .... 6.00 V2 .... .: .... o S x8 ST = 4 0 ,o 3x4: . 0.11-4 0-11-4 Plate.Offsets (X Y)- [2:0-0-4,Edge] LOADING (psf) SPACING- 2-0-0'-;' CSI. DEFL. in (lot);' I/deft; Ud PLATES. GRIP 1.25 TC : :0.32 VertLL : : 5 >999 240.: MT20 244/190 TCLL 20.0. Plate Grip: DOLT . ( ) 9.00 TCDL TO LumberDOL.'. .1.25 BC . .0:06. Vert(CT) .'.0.00. 5 >999 180 .". BCLL ..0:0 .". Rep Stress Incr :YES WB 0.00 . Horz(CT) 0.00: 4 n/a h/a BCDL 10.0 Code. FBC2020/TP12014. Matrix -MP Weight:.5 lb FT — 20 LUMBER- .... BRACING- TOP CHORD' 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD - 2x4.SP No.2 WBOT CHORD ' ..'Rigid ceiling direct jy'applied or.10-0-0 oc bracing..' REACTIONS. (size) 3-.Mech6nical, 2=0-8-0, 4=Mechanical . Max Horz; 2=91(LC' l2) . Max Uplift 3=-3(LC 1), 2=-227. LC 12 ,'4='-15(CC 1) .Max Grav 3=23(LC 12), 2=15B(LC 1), 4=51(LC 12) ...... . .:FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb):or less except when shown.:.: NOTES- . . 1) Wind:;ASCE 7-16; 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; MW FRS (directional) and C-C Corner(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces '&-MWFRS for reactions.shown; Lumber DOL=1.60 plate grip. DOL=1.60 " 2) .Building Designer/ Project engineer responsible for.verifying applied roof live load shown.covers rain loading requirements specific to. the use of this truss component. .... 3) This truss has been designed fot a 10.0 psf bottom bfitirt9 live load nonconcurrent with any'other live loads. 4) *This truss has been designed for a live load of:20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. " 5) Refer to girder(s) for truss to truss connections. . .. .. 6) Provide mechanical connection by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 3, 227 "lb uplift at joint 2 "' and 15 lb uplift at joint 4. .. .. .. .. .. . . . .. .. .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. Joaquin Velez P MITek USA, fn¢; FL Cert;6634 East Blvd. Tampa Dater .. . . ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. " 'Design valid for use only with MiTek® connectors. This design is based, only upon parameters shown, and is for an individual building componenf,.not • �^ . a truss system. Before use, the,building designer must vedfy"iheapplicability of design parameters and propedy.incorporate this design Into the overall :. .... : - . building.design. Bracing indicated is to prevent buckling of individual truss web.and/orchord 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 braving of trusses and truss systems, see, ANSI1717/1 Quality Criteria, DSB-89 and BCSI Building Component . 6904 Parke East Blvd. Salety.inlormation available from Truss. PlateInstitute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. .. . . .' :.' :. Tampa, FL ;366f 0 Job r Truss Truss Type . . Qty, Ply 3000 CR BLK. OPT LANAI .... T24792167 .2819461 CIIA Jack -Open. 2 Job Reference (optional) ouimers nrstaource irlanladty,,rLi;: riant i.ity, rL - 3J00/, u.43U S Jun .Z'LUZI mi I eK mausirIBS; mc..rn JUI ZJ lU:l U:41 zuzi: Nage l ID:aBW2jE9Vnl VtTeC2EOzRfdzvjFT-92DrLCOdg1,RhQgW7mkvCYabEOjP_IfDhTpEOcryvD8C �-1_4.0.:..... 0 11 4 14.0 . .':. 0-11-4 Scale =1:7:6 '7. . r 3' .... . 6.00 12 ;.......: ' N d q 30 =.. ' D-11-4 D LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)..I/ddfl; L/d PLATES; GRIP TOLL 20.0 Plate:Grip DOL 1.25' TC 0.26 Vert(LL) 0.00 5 : >999 240 MT20 : 244/190 TCDL 7.0 Lumber DOL : 1.25 BC' : :0.05 . Vert(CT)' .: 0.00 5 >999 180 .:. :. . BCLL 0.0 `. Rep Stress Incr. YES WB. .0:00. Horz(CT) . 0.00. 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP. Weight: 5lb .:. FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP'No.2' TOP CHORD Structural wood sheathing directly applied'or 0-11-4 oc purlins.' BOT CHORD.' 2x4.SP No.2 "' BOT CHORD ....:Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size).. 3=Mechani6al; 2=0-3-8, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift; 3==6(CC 9), 2=-246(LC 12), 4=-23(LC 17) Max.Grav 3=17(LC 12), 2=158(LO.1),'4=37(LC 12) FORCES:. (lb).- Max. Comp./Max. Ten.--. All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6,Opst h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; ExPP C; Encl., GC i=0.18; MWFRS directional and C-C Exterior 2E zonexP ; orch left a osed;C-C for members and forces &' P " MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1'.60 2) Building: Designer% Project engineer:responsible for verifying applied: roof live load shown covers.rain loading requirements Specific — .to the use of this truss component. 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 beet): designed for alive. load of 20.0psf on the bottom chord in all areas where a. rectangle 3-6-0'fall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3, 246lb. uplift at joint 2 . and 23 lb uplift at joint 4. . . .. .. .. .. .. .. .. .. .. .. . ... .... . . . '... .'' ..'. Joaquin Velei PE: No.613182 . . MITek USA, Inc:. FL Gert:6634 .. Dater .... July23,2021 � A WARNING - Verify design:parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE LSE.. ' _ Design valid for use. only with MiTek® connectors. This design is based only upon parameters shown, and is Toy an individual building component, 'not a truss system. Before use, thebuilding designer must verify.theapplicability 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..' . RA MiTek'. is always: required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the " fabrication, storage; delivery, erection and bracing of trusses and truss systems, see, ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component. 6904 Parke East Blvd. Salety.intormatiorr available from Truss. PlateInstitute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. .. :. ' . :. ' Tampa, FL 36610 Jab Truss Truss Type Qty .. : Ply 3000 CR BLK OPT LANAI T24792168 2819461 C3 .: JACK -.OPEN TRUSS "..:.: 2 1. Job Reference (optional) ouuuera ruawuwce inane narn Uny, rL- 00pDly .. .. 0.4, U S dUn 4 GUZ 1 NII1 eK nWu5IDes, inc. -rrl JUI 4o 1U:1U:4z zuzi rage ' ID:x_XMgR7vsTpljX7_7zwKvVygLdl-dFnEYYRFRKaX1 _5JKRQR5n70m7k_16TgiT_x81yvDBB -1-4-0 2-11-4 1-4-0 2711.4.: Sc ale = 1:12.7 �,. .. - 3 I 6.0D 12 2 .. ST xB ST 4 . 3x4 - 2_114 2-11-4 _ -Plate Offsets (X,Y)-- [2:0-174,0-0-21 LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) . I/defl Ud PLATES: GRIP TCLL 20.0 • Plate Grip DOL 1.25 TC 0:32 :: Vert(LL) ' 0.01: 4-7 >999 240.: : MT20 244/190:: TCDL TO LumberDOL. :.1.25 BC . 0.13.: Vert(CT) . 0.01.: 4-7 >999 :180' BCLL 0.0.. * Rep Stress ]nor .. YES W B . 0.00 Horz(CT) . -.0.00 . 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP .. Weight: 12 lb FT = 20%. LUMBER- :BRACING- TOP CHORD:: 2x4 SP No.2 . :: TOP CHORD :.. :Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD ".:'Rigid ceiling directly.applied or:10-0-0 oc bracing.. -REACT.IONS. (size):3=Mechanical, 2=0-8-0, 4=Mechanical .:.: Max Horz 2=152(LC 12) .,Max Uplift 3=-62(LC'12), 2=-183(LC 12) Max Grav 3=70(LC 17),:2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. :Ten. - All forces 250 (lb):or less except when shown..:.: NOTES - Wind: ASIDE 7-16; Vult=160mph (3-second gust)" Vasd=124mph; TCDL.=4:2psf; BCDL=6.Opsf; h=25ft;;B=45ft; L=40ft; eave=4ft:; Cat:: ll; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces:& MW FRS for reactions.shown;-Lumber DOL=1.60 plate grip. DOL=1.60 2) Building Designer/ Projectengineer responsible for ve.rifying.applied roof live load shown covers rain loading requirements specific to, the use of this truss component. 3) This truss has been designed'foe a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . 4) ' This truss has been designed for alive load of:20.Opsf on the bottom 'chord in: all areas where a rectangle 3=6-0 tall by 2-0-0 wide will fit between the bottom chord and any other:members. 5) Refer to girder(s) for truss to. truss connections. 61 Provide mechanical connection.(by others) of truss to -bearing plate capable of withstanding 62 lb uplift at joint 3 and 183'Ib uplift at joint 2. .... Joaquin Velez o. .. M[Tek USA, Inc. FL Cart 6634 d 6904:,arks East Blvd. Tampa 33610 Date:.: .. . Al WARNING -Verify desi n. arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE.USE.: : 9 P�° Design valid for use only with MiTek® connectors. This design is based only; upon parameters shown, and is for an individual building comporienf,:riof, :.a truss system. Before use, the.building designer must vedfyihe applicability of design parameters and properly incoryorate 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; see. . ANSYrPlf Quality Criteria; DSB-89 and SCSI Building Component 6904 Parke: East Blvd. Safety Information: available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL'36610 Job Truss Truss Type Qty .. Ply 3000 CR BLK OPT LANAI r T24792169 .2819461 C3A Jack -Open:: 2 Job Reference (optional) Plate Offsets (X,Y)-- [2:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl ' Ud 'PLATES: GRIP TOLL 20.0.: Plate Grip 'DOL. . 1.25 TC • :0:26 : . Vert LL ( ) 0.02: 4-7 >999 240 _ : MT20 244l190.' TCDL TO .. :. Lumber DOL . 1.25 BC . 0.23.: Vert(CT) 0.02 4-7 >999 .180 BCLL 0.0. ' Rep Stress incr.. 'YES W13 . 0.06 Horz(CT) . -0.00 . 3 n/a n/a BCDL: 10.0 :Code FBC20201TP12014 .: ' : Matrix -MP :..Weight: 12 lb FT = 200/6. . LUMBER-.. BRACING - TOP CHORD:. 2x4 SP No.2 TOP CHORD :.. :Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD' 2x4:SP No.2 BOT CHORD .: Rigid ceiling directly applied or 10-0-0 oc bracing. . REACTIONS. (size) 3--Mechanical, 2=0-3-8, 4=Mechanical Max Hotz 2=152(LC 12) .:.Vex. Uplift 3=-73(L62), 2=-245 LC 12), 4=-45(LC 9). . Max Grav 3=62(LC 17),:2=195(LC 1), 4=49(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16;;Vult=160mph (3-second gust); Vasd=124mph; TCDL=4 2psf; BCDL=6.Opsf; h=25ft;:8=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2E)'zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60. :. . 2) .Building Designer/ Project:engineer responsible for verifying, applied roof live load shown:covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed 'fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has-been designed for alive load of:20.Opsf on the bottom chord in: all areas where a: rectangle 3-6-0 tall by 2-0-0 wide - will fit between'the:bottom chord and any other:members. 5) Refer to girder(s) for truss to. truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 3, 246:I1D uplift at joint 2 and 45 lb uplift at joint 4. Joaquin VelerPE No._ 8182 MiTek USA, Inc. FL Cert 6634 East as Blvd. Parke Tampa FL 33610 Date: - A WARNING -Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6/19/2020 BEFORE USE.:: ' Design valid for use only with MiTek® connectors. This design Is baaed;onty upon parameters shown, and Is'for an Individual building coniponenf, not.: EF a truss system. Before use, the building designer must verify the applicability of design parameters and property;incorporate this design into the overall; . building design. Bracing Indicated is to prevent buckling of Individual truss web,and/or, chord members only: Additional, temporary and permanent bracing. MOW is always required for stability and to prevent collapse, with possible personal injury and properly damage. For general guidance regarding the . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . ANSUTPII Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke: East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty .. Ply 3000 CR BLK OPT LANAI i T24792170 2819461 C5' .: JACK -.PARTIAL TRUSS 2 '1. Job Reference (optional) 6unaer5rnrstouurce triari uity,:rLr, -: rianl uty, rL - 10001, - .. ts.4ou s dun z zun MI I eK mausrnes, Inc. �rn dul za 1 u:i u:4b zun rage .1 ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-2gTMAaT7j Fy6uRqu7Zz8j QI rfKgJETCGORCbldyvD88 .. . � _1_q:p 4-11-4:. 1'4� 4=11.4 .. S " tale=1:176 . �.: 3 :. 6.00 12 ... rn :.: .. .. .. sm .. . .: 3T P— :.. 3x4 = 4_11.4:' 4-11-4 Plate:0 sets ,Y -- [2:0-1,4,0-0-2] . .. . . LOADING (psf) SPACING- 2-0-0_ CSI. -DEFL. in (loc) I/deft Ud PLATES: GRIP TCLL 20.0.: Plate Grip'DOLT. 1.25 TC 0:60: Vert(LL) 0.07:: 4-7 >872 240 .: MT20 244/190: TCDL 7.0.. :.: LumberDOL.' .. :.1.25 BC .' 0.47:.: Ven(CT) .-0.07.: 4-7 >854 :180' .. :.: BCLL 0.0 .' Rep Stress Incr .. YES WB. 0.06 Horz(CT) . -0.00 3 n/a n/a .. : BCDL 10.0 :Code FBC2020/TP12014 .: :: .. :: Matrix -MP .. . Weight: 18 lb FT = 20 % . :: .... LUMBER- BRACING - TOP CHORD:: 2x4 SP No.2 TOP CHORD' _ =Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD .: Rigid ceiling directly.applied or:10-0-0 oc bracing. . REACTIONS. (size) .: 3=Mechanical, 2=0-8-0, 4=Met apical Max Hofz 2=214(LC 12) ..:.Max Uplift 3=-127(LC 12), 2=-1.96(LC 12) Max Grav 3=130(LC 17), 2=262(LC 1), 4=87(LC 3) ..FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown..: . NOTES- 1) Wind:'ASCE 7716; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=6.Opsf; h=25ft;:B=45ft; L=40ft; eave=4ft Cat. : a 11; Exp C; Encl., GCp1=0.18; MWFRS (directional) and C-C Corner(3) 4-4-0 to.2-8-0, Extedor(2R) 2-&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) Building Designer / Project: engineer responsible for verifying applied roof live load shown: covers rain loading requirements specific - to: the use of this truss component. 3 This truss has, been designed 'fore 10.0 psf bottom chord five load nonconcurrent with arly'otlier live loads. 4) ' This truss has-been designed for alive' load of:20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between'the:bottom chord and any other.members. 5) Refer to girder(s) for truss to. truss connections. 6) 'Provide mechanical connection .(by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint3:and 106 lb:uplift at joint 2. .. .. i. .. Joaquin Velez PE. No.6818Z MiTek USA, Inc. FlL Gert6634 ... .... .. .. O areast Blvd. TampaFIL 33610.: . :. ate: • , July 23,2021 :.: WARNING -Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE..: Design valid for use only with MiTek® connectors. This design is based, only, upon parameters shown, and is_for an Individual building comporient,:riof : �• .A truss system. Before use, the.building designer must verify the applicability of design parameters and property_ incorporate this designinto the overall, .: building,design. Bracing Indicated is to prevent buckling of individual iniss web and/or, chord members only; Additional.temporary, and permanent bracing. MiTek'' Is always required for stability and to prevent collapse,with possible personal injury and property damage. For general. guidance regarding the : : ....: :: fabrication, storage; delivery, erection and bracing of trusses and truss systems, see. ANSUTPII Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke: East Blvd, SatetyInformation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203.Waidorf, MD 20601 Tampa, FL'36610 Job Truss Truss Type Oty .. :Ply 3000 CR BLK OPT LANAI r .: . .: .: T24792171 2819461 C5A : Jack -Partial: 2 1. :. Job Reference (optional) LOADING (psf) SPACING- 2-0-0_ CSI. -DEFL. in (loc) I/dell : L/d PLATES : GRIP TOLL .: 20.0 : Plate Grip: DOL • 1.25 TC .. 0:54 :: Vert(LL) 0.10:: 6-9 >582 240. MT20 244/190. TCDL 7.0 .. :.: Lumber DOL . :.1.25 BC . 0.57:.: Vert(CT) 0.09. 6-9 >649 180' .. :.: BCLL 0.0..* Rep Stress Incr :. YES WB. 0.21 Horz(CT) ,0.00 . 5 n/a ' n/a .. BCDL: 10.0 Code FBC2020/TP12014 . Matrix -MP Weight: 22 lb FT = 20% . LUMBER- BRACING- .. TOP CHORD:: 2x4 SP No.2 TOP CHORD': :Structural wood sheathing directly applied or 4-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD .:'Rigid ceiling directly.applied or:5-10-0 oc bracing. WEBS 2x4 SP No.3 . REACTIONS. (size) 4=MechEihical, 2=0-3-8, 5=Mechanical Max Horz 2=214 LC 12 Max Uplift 4=-67(LC 12), 2==300(LC 12), 5= 159(LC 12) -Ma 4=67(LC 17), 2=262(LCA), 5=122(LC 3) . FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (Ib) or.lesS except When shown. TOP CHORD 2-3=-176/326 BOT CHORD : :2-6= 618/207 WEBS 3-6=-237/711 ::NOTES 1) Wind: ASCE 7-16; V61t=160mph (3-second gust) Vasd=124rrl 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 Ext6rior(2E) -1-4-0 to 2-5-3, Interior(1) 2-5-3 to 4-1,0-8 zone; porch left,. exposed;C=C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building. Designer / Project engineer responsible for verifying applied roof liveload shown covers:rain Ioading:requirements specific to the use'of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent.with any other live loads. 4) '. This truss has been designed for a live load of 20.Opsf on theaiottom chord in all areas w em a rectangle 3-6-0 tall by'2-0-0 wide . will fit between the -bottom chord and. any other members. 5) Refer to girder(s) for truss to truss connections: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb' uplift at joint 4, 300 lb uplift at'joint 2 and 159 lb uplift at joint.5:. Joaquin Velez PE. No.68182: M1Tek USA, Inc. F.I. Gert 6634 . .. .. ..... 6904PEast Blvd Tampa Parke E m a FL:3361.0 ; , , aec.:: A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not A truss system. Before use, the building designer must verifythe applicability of design parameters and properly incorporate this design into the overall _�• building design. Bracing indicated is to prevent buckling of individual truss web,and/or,chord members only: Additional. temporary and permanent bracing. MiTe'k' is always required forstability and to prevent collapse,with possible personal injury and property damage. For general guidance regarding the - . .:: :: fabrication, storage; delivery, erection and, bracing of trusses and truss systems; see. ANSIITP11 Quality Criteria; DSB-89 and SCSI Building Component 6904 Parke: East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL '36610 Job Truss Truss Type Qty Ply 3000 CR 13LK OPT LANAI r T24792172 281946..1 D2A: Half.WipTruss "..:.: 1 1. :.: .' .: .. Job Reference (optional) RUIIUtlr5 rlibLODU[Ud trrGrlt ldly,: rL.1, rid[ It Ulty, rL - JJODf, 8.43U 5 Jun -Z ZUZ 1 IVII I eK InUU51rie5, Inc. •rrl Jul Z3 I U: I U:4/ ZUZ I rage :1 I D:x_XMgR7vsTpIjX7_7zwKvVygLdl-_Cb7bGVN FtCg81_H7_Ocorr8g6JFi91ZrlhipVyvD86 r1-A-q 6.4.11 13-0-0 19-11-11 28-0.0 36-of 43.0-0 1-4-0 6.4-118-0-5 6-11-11 . Sc ale =1:75.8 5x6 = 6..00 12 3x4 2x4 5x6 — = 3x4 = 11 — 22 23. 5 24 . .. 6. . 25 7._mr 26 21 3 ST1.5x8 STP = . . ...... 20 co 1 2 ?I ....� .. 27. IB 28 :. 15 14 .. 13 29 30 .. 12 31 '11_ 32:: 10 .: W . .. 34 9 3x6 = .2x4 II ST1.5x6 STP 5x8 WB= 3x4 = 4x6 = 3x4 = 6x8 6z8=' 6-4-11 1:1-8-0 13-0-q 23-1-3 32-10-13 43 0 0 6-4-11 5.3-5.' .: 1.4-0 .10-1-3 9-9-11 10-1-3 Plate Offsets (0y-[3:0-4-.0,0-3-01,[4i0-3-6,0-2-01,.[6:0-3-0,0-3-0] LOADING (psf). SPACING- 2-0-Q' - CSI. DEFL. in (160 I/defl Ud PLATES: GRIP 1.25 TC' :0:81 : Vert LL 0 45 12-14 >828 TOLL 20.0 Plate Grip DOL 240 .:.: MT20 244/190 TCDL 7.0 .. :.: Lumber DOL . :.1.25 BC . 0.70 Vert(CT) . 0.77.12-14 >480 :180 BCLL O.G.' Rep Stress Incr .. YES WB. 0.86 Horz(CT). 0.09 . 9 n/a n/a BCDL: 10.0 Code :FBC2020/TP12014 -. :: :: Matrix -MS Weight: 239 lb FT = 20%. LUMBER- BRACING - TOP CHORD:: 2x4 SP No.2 TOP CHORD :. :Structural wood sheathing directly applied or 3-5=6 oc purlins; BOT CHORD 2X4:SP M 31 except end verticals. WEBS 2x4 SP No.3 BOT CHORD - Rigid. ceiling directly applied or5-0-5. oc bracing. OTHERS 2x4 SP No.3: WEBS 1 Row atmidpt: 5-14, 6r12, 6-10, 7-9 REACTIONS..: , : (size) 9=0-3.8, 2=0-8-01 15=0-8-0 Max Horz 2=467(LC 12) " Max. Uplift 9=-773(LC 12),.2=-851(LC 12), 15=-793(LC 12) .: Max Grav 9=1587(LC 17), 2=1144(LO2),.15=931:(LC 2) ' "..:.: . . FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown., . - TOP CHORD:: :2-3 1881/1716, 3-4=-1591C/38, 4-5=-1388/737, 5-6=-2272/1135, 6-7=-1809/851 BOT CHORD P-16=-1887/1665, 15-16=-1873/1669, 14-15=-1873/1669', 12-14=-1160/2111, :.10-12=-1152/2178, 9-10=-730/1367 ::WEBS 3-16=•567/130, 3-.1:4=-411/1286, 4-14=-6/411, 5-14=-1060/586, 5-12=-24/415,: "" " "" 6-10=-616/502, 7-10=-288/1027, 7-9- 1859/1002: p. NOTES= .. :: . 1) Unbalanced roof: live loads have been considered for this design. . 2) Wind: ASCE 7-16; 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 0*0 Exterior(2E) -1-4-0 to 2-8-0, ]nterior(1) 2-8-0 to 13-0-0;-Exi6dor(2R) " " " ' .. .1370-0 to 18-7-14, Interior(1) 1.8-7 14 to 42-10-4 zone; porch. left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip: DOL=1..60: ; 3) Building Designer/ Project engineer.resp"onsible for verifying applied roof live load shown covers rain loading; requirements specific. to the use of this truss component. ..:4 Provide adequate draina e: to revent water ondin 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 alive load of 20.Opsf on the bottom chord in all areas:where a rectangle 3-6-0 tall by 2-0-0 wide will if between the: bottom chord and an other members, with BCD = 1:OOpsi 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 773 lb uplift at joint 9, 851 lb uplift at. •o' t 2 and 793 Ib uplift at joint 15. 1 U1. P•. .. 1. . Joaquin Velez PE.No.§8182: MITek USA, Inc: FL Cart 6634 .. East BIvdTampa • stet .: . ... . .... July ...r.:. WARNING -Verify desi h. aralmetere and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:' fY g P C 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 10 prevent buckling of individual truss web.and/or_chord members only; Additional.temporary and permanent bracing, is always re.quiredlor stability and to prevent collapse_with possible personal injury and propejiy damage. For general. guidance regarding the IYI� lek"' fabrication, storage; delivery, erection and. bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke: East Blvd. Safetylniormation: available from Truss Plate Institute,.2670 Crain Highway, Suite 203: Waldorf, MD 20601 a Tampa, FL'36610 Job .. Truss a a Truss Type a Qty .. : Ply 3000 CR RLK OPT LANAI T24792173 .2819461 D3A Half.Hip Truss Job Reference (optional) auuuers nrsiovurce triani t,iry,; rL-), riant Ugly, rL - JJOoi, t5.4av s Jun Z ZUZI pal l eK Ineusmes, Inc.:rn JUI zo 1 u:l u:4tj zuei rage] ID:x_XMgR7vsTpliX7_7zwKvVygLdl-SP9VpbV00AKhlvZTgiXrL2N K?YcDRevj4P RFLxyvD85 r1-4-q ':6.6-11 f2-0-0 15-0-0 22•0-3 :29" 35-10-1 43-0-0 1-4-0 6.6-11 5-5-5'.: 3.0.0 7-0-3 7-0-4'.: '6.9-10. .. 7-1=15 S 1 Scale, = :75.7 . ... . — x I 3x4 I 5x6 = _ 6.00 12 x4 = 2 4 5 22 23.: 6:: 24 9 7.: 25 8 .:. 26 2x4:1I �. 4 ...:rlaie:CJnseis (x,Y)-- tp:u-3,u,u-3-ul,lo:u--s-u,u-z-ul,.Li:u-j-u;u-,j-yi, La:l_oge,u-i-al : _.:.: .. _ .. .. LOADING (psf) SPACING- 2-0-0' CSI. DEFL. in (log) I/defl• Ud 'PLATES. GRIP TCLL 20,0 Plate Grip DOL:.: 1.25 TC 0:72 Vert(LL) ' ..: 0.17: 16-19 >1325 :240 MT20 : 244/190 TCDL 7.0 .. :.: Limber DOL . 1.25 BC . 0.78 .: Vert(CT) .-0.60-10-11 >613 :180 .. :. BCLL 0.0. Rep Stress [nor .. YES WB . 0.71 Horz(CT) . -0.03 10 n/a n/a . . BCDL: 10.0 Code FBC2020/TPI2014 .. .. :: Matrix -MS Weight: 257 lb FT = 20%.. LUMBER- . . .. BRACING TOP CHORD2x4 SP No.2 :: :.. :: TOP CHORD .. :Structural wood sheathing directly applied or 4-11-9 oc purlins, BOT CHORD 2x4:SP M 31 "Except* except end verticals. 12-14: 2x4 SP. No.i.. BOT. CHORD' Rigid.ceiling directly applied 6r6-0-0. oc bracing. - WEBS 2x4 SP No.3'Exce0t' :WEBS 1 Row at: iidpt: 9-10, 7-13,:7-11, 8-10, 5-15 9-10: 2x4 SP N.o.:2; 5-13: 2x4 SP M 31 "' REACTIONS.: (size) 10=0-3-8, 2=0=8-0 15=0=8-0 .Max Horz 2=589(LC 11) Max Uplift 10=7604(LC 0), 2=-427(LG 12),.15.:-14:12(LC 12) . Max Grav 10=1266(LC 19), 2=299(LG 1), 15=2155(LC 2) FORCES._ = Max. Comp./Max. Teri. - All:forces 250 (lb) or less except when shown. _'(Ib) TOP CHORD .2-3=-101/589,3-4= 776/576,4-5==611/531,5-6=-1154/596,6-7--1154/596, .. . :. 7-8=-1308/670 BOT CHORD 2-16=-890/209,.15 16=-872/209, 13-15=-203/333s 11-13=-686/1304, .10711=7581/983 WEBS 3-16=-769/220; 3-15=-514/1312, 4-15=- 2501323; 5-13=-657/1322, 6-13=-414/443, 7-13=-287/243, 8-11=-80/661, 8-10=-1301/672, 5=15=-1499/1030 NOTES-: .1) Unbalanced roof live loads have been considered for this.design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mp1i; TCDL=4.2psf; BCDL=6i0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18;.MWFRS (directional) and C-C Ext6e!or(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exteri6r(2R) 15-0 0, to 20 7-14; Intenor 1 '20-7•14 to 42-1.0-4:zone; cantilever le. and: right exposed ;end vertical le. an :rig f exposed;pore ..:.: left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building'Designer/ Project engineer' responsible for verifying applied roof live load shown covers rain loading:requirements specific to the use of this truss component. 4) Provide adequate drainage to.pre'vent water ponding. 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 ins 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 BCD = Y 0.0psf. 7) P);ovide mechanical connection (by others) of truss to bearing plate capable of withstanding 604 lb uplift: atjoint 10, 427 Ib uplift at joint 2 and 1412 lb uplift at joint 15. Joaquin VelezPE. No.68182: . ..MiTek USA, Inc. Fl. CertGSU 6900arkb East Blvd. Tampa Date:' .: ... . .: A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE.USE.:: ' Design valid for use only with MiT00 connectors. This design is based only upon parameters shown, and is for an individual building component, not _ �• _ a truss system. Before use, the building designer must verify the applicability of design parameters and propedy.incorporate this design into the overall: building design. Bracing indicatedis to prevent buckling of individuaLtruss web.and/orchord membersonly: Additionaltemporary and permanent bracing- - . .. �qT . lQi'k' , is always required for stability and to prevent collapse,with possible personal injury and property damage. For general. guidance regarding the lVl� . . . . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see. ANSYTPll Quality Criteria; DSB-89 and BCSI Building Component _ 6904 Parke:East Blvd: Safetylntormation: available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL'36610 - Job Truss Truss Type Qty ply 3000 CR BLK OPT LANAI T24792174 2819461 D4A: Half.Hip Truss .. ..:.: . ... .. Job Reference (optional) auuuers rustaource trlani ury,:rL), rlani ally, rL - 33bb/, t3.4J9S Jun .z ZUzi MI I eK InausineS, Inc. :rn JUI ZS 1 U:1 U:49 2UZ1 rage l I D:x_XMgR7.vsTpljX7_7zwKvVygLdl-.wbitOxW enUSYN37gEP24tGwXGxwyA5psJ3ApuOyvD84 rt-4-Q 6.3-4 12-0-0 17.0-0' 22-9-5 28-6-10 37-045' 43-0-0 1-4.0 . .: 6-3-4 5-8-12" 5-0-0 5.9-5 5-9+5: 8-6,5.:'.: 5-11-2 Sc ale =1:77:0 "..'.: Sx6 _... — 2x4:11 '' 5x6 — 3x4 — 2x4 II 6:00 12 :5 22 6 23 7 24 8 25 9 2x4 II . .:. . .. ... on r 214 54 3 1,5x8.STP= 20 .. 26 .. 16 2715:..: 28 14 29 .. 13 30 12 31 11 32 33 10 .. 4x6: =.. :: 3x6 = 3x4 = .3x6 =' 2x4.:1l ST1.5x8 STP= 4A : "' .. 6x8 = 6x8 = ... . 634 12=00 22-9-5 32-9-12 43-0-0 6-3-4 5-8=12: 10-9-5: 10-0-7 10-2.4 ' .... Plate:Offsets (X,Y)--[3:0-3-0,0-3-01,15:0-3-0,0-2-01,.[7:0-3-0;0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. -DEFL. in (loc) I/dell Ud PLATES: GRIP MO.: Plate Grip' DOL . ' 1.25 TC ...0:62 Vert(LL) ' 0.42:10-11 >875 TCLL 240 MT20 244/190 TCDL 7.0 .. ..: Lumber DOL .. : 1.25 BC 0.94:.: Vert(CT) .-0.67.10-11 >553 :180 " BCLL 0.0..' Rep Stress Incr . YES WB. 0.73 Horz(CT) . .0.03 : 10 n/a n/a .. :.BCDL: 10.0 Code FBC2020/TPI2014 .. :: Matrix -MS Weight: 266 lb FT = 20% LUMBER-' BRACING- TOP CHORD' :2x4 SP No.2 ""' " " "' .. :: TOP CHORD" :. Structural wood sheathing directly applied or 4-1 1-9 oc purlins, BOT CHORD 2x4:SP No.1 pexcept end verticals. WEBS 2x4 SP No.3 *Except* p " .. .BOT, CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. " 5-13: 2z4.SP:M 31. WEBS 1 Row at midpt: 9-10, 5r15,:6-13, 7-13, 7-11, 8-10 REACTIONS..:.: (size) 10=0-3-8; 2=0-8-0,.15=0-8-0 Max'Horz 2=591(LC 12) .Max. Uplift 10=-611(LC 12), 2=-358(LC 12), 15=-1447(LC 12) . .: Max Grav 10=1303(LC 17), 2=349(LC:1),.15=2087(LC 2) di FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown.. TOP CHORD 2-3=-210/427, 3-4=-672/408; 4-5==466/400, 5-6=-1040/454; 6-7= 1040/454, 7-8=-1043/434 BOT CHORD 2=16=-828/148, 15-16=-814/146, 13-15=-238/467, 11-13=-558%1139, 10-11=-375/711 . ::WEBS 3-16=-750/206,.3-:1.5=-502/1308, 4-16=-347/426, 5-15=-1438/1008, 5-13=-43811040, 6-13=-306/340, 7-11=-257/277, 8-11=-133/744, 8r10=-1241/671 NOTES-' _ :.. 1) Unbalanced roof:live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph.(3-second gust) Vasd=124mph; TCDL=4:2psf, BCDL=6.Opsf; h=25ft; B=45f; L=40ft;.eave=5ft; Cat. ll;. Exp C; Encl., GCpi=0.18; MWF.RS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-Oj Interi6r(1) 2-8-0 to 17-0-0; Exterior(2R) 17-0-0 to 22-9-5, Interior(1) 22-9-5 to 42-10-4 zone; porch left ezposed;C-C for members and:forces & MWFRS for reactions; shown; Lumber DOL=1.60. plate grip DOL=1.60 , . ; , 3) Building Designer/ Project engineer responsible:for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage:to prevent water ponding. . . 5) .This truss has been designed.fora 10.0 psf bottom chord live load nonconcurrent.with any. other live loads. 6) ` Tfiis truss has been designed fora 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 a.hy.other members, with BCD 1:0 0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 611 lb uplift at joint 10, 358 lb uplift:at . joint 2 and 1447 lb:uplift at joint 15. Joaquin Velez PE No.68182: MITek USA, Inc: FL GerF 6634 - ..:.:6)04.. .e: East Blvd Tampa a FL 33610 .... Date: July 23,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19 2020 BEFORE USE.:,: fy 9 P / . 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 applicebility, of design parameters and property incorporate this design into the overall: building.design. Bracing indicated is to prevent buckling of individual truss web.and/or.chordmembers only: Additional.temporary and permanent bracing. . , .. WOW always required for stability and to prevent collapse.with possible personal injury and property damage. For general. guidance regarding the . .: .:: :: fabrication-, storage; delivery, erection and, bracing of trusses and truss systems, see. ANSI?P11 Quality Criteria; DSB-89 and SCSI Building Component 6904 Parke: East Blvd. Safety -Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldort, MD 20601 Tampa, FL'36610 Job Truss Truss Type Qty. .. Ply 3000 CR BLK OPT LANAI T24792175 .2819461 D5A : Half.Hip Truss Job -- I MiTek Industries; Inc. Fri Jul 23 10:10:51 2021' Page 1, I-s_gdRdYu:l5iGcM H2Mg4Yyh?tPlc0exV9mMfvyGyvD82 38-0-8 43.0-0 4-7=4 4-11-8' Scale=1:79.9 . d. 5x8 3x4 .. ... .. 6.00 12 5x6 .: .. 3x4 = ¢ 23 24 . 6 . .: 25 7 g 9 SR6. 22 4 � m :.3x4: i . .. ' Co , .: 3 I 6x8 - "' ST1:5ic8STP= 12': 21 13 10 .. x4 4 I � 2 14.. 3x6 3:0012". ' o. 3x4 c 17 26 .. 15 2x4; 11 ST1.5x8 STP= VERTICAL LEGS ARE NOT.DESIGNED FOR LATERAL 5x6 = LOADS IMPOSED BY SUPPORTS (BEARINGS). 6.4-12 12-0-0 12r4-0 19-0-0 26-2-11 33-5-4 43.0-0 6-4-12 S-Z-:4 . 0-4-0 6=6=0 7-2-11 7-2-9 9-6-12 :Plate Offsets (X,Y)-- "[4:0-3-0,0-3-01,[5i0-6-0,0-2-8],.[7:0,3-0;0-3c0],[15:0-6-0,0-3-0] LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 ; Plate Grip DOL : 1.25 TC 0:58 Vert(LL) 0.1816-20 >803 240 : MT20 244/190 TCDL 7.0 .. :.: Lumber DOL . 1.25 BC . 0.90 .: Vert(CT) .-0.61.10-11 >602 180' BCLL 0.0..* Rep Stress Incr :. YES WB. 0.97 Horz(CT) . .0.31 17 n/a n/a .. BCDL: 10.0 Code :FBC2020/TPI2014 .. Matrix -MS Weight: 255 lb FT = 200/o.: LUMBER- BRi4CING- TOP CHORD:: 2x4 SP No.2 TOP CHORD : :Structural wood sheathing directly applied or 4-4-2 oc purlins; BOT CHORD 2x4:SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* p .BOT. CHORD' Rigid.ceiling directly applied ors-11.-.1 i.oc bracing. " • 9-17: 2z4;SP No:2 - WEBS 1 Row atrriidpt: 9-17, 4-15,:4-14, 8-10 REACTIONS. (size) 2=0=8-0, 15=0-8-0, 17=0-3-8' " Max Horz 2=653(LC 12)' Max.Uplift2=-248(LC 12), 15=-1613(LC 12), 17=-569(LC 12) .' Max Grav'2=189(LC 1), 15=2064(LC.1); 17=990(LC 1) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250'(Ib) or less except when shown.. . TOP CHORD:: 2-3=-216/445, 3-4= 936/791; 4-5==500/170, 5-6=-10851646,:6-7=-1467/846, 7-8=-1467/846, 10-17=-990%569: : BOT CHORD 2-16=-670/0, 15-16=-670/0, 14=15=-694/563, 12-14=244/420; 11-12=-676/1136, .. . 10-11=-483/765. WEBS 3-16=-757/278, 3r1.5=-54511335, 4-15=-1530/127:1, 4-14=-833/1224, 5-14=-772)731, 5-12=-592/968; 6-12=-666/575, 6-11= 269/445, 7-11.=-314/322,.8-11=-528/1011, .. - 8-10=-1177/771 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) VJrid: ASCE 7-16; Vult=160rnph:(3-second gust) Vasd=124mpFi; TCDL=4.2psf; BCDL=6:0psf; h=25ft; B=45ff; L=40it; eave-5ft; Cat. II; Exp:C;Encl., GGpi=0.18; MWFRS (directional) and C-C Exterigr(2E)-1.-4-Oao 2-8-0, Ihterior(1.) 2-8-0 to 19-0-0; Exterior(2R), 19-0-0 to 24-7-14; interior(1) 24-7-14 to 42-10=4"zone; porch left exposed;C-C for members and forces'&:MINERS for reactions shown; Lumber:DOL=1.60 plate grip 'DOL=1.60 : 3) Building Designer% Project:engineer responsible forverifying applied roof live load shown:covers rain loading requirements specific totlie use of this truss componenf. 4) Provide adequate drainage to prevent water ponding. 5) This tru s has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads., 6) *This It has been designed for a live load of 20.Opsf on the bottom•tihord jn all areas where a: rectangle 3=6-0 tall by 2-0-0 wide wjjl fit between'the:bottom chord and any other members. 7) .Bearing at joint(s) 17 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 248 lb uplift at joint 2; 1613 Ib uplift.at . joint 15: arid 569 1b;uplift at joint 17. Joaquin Velez PE. No.68162: . , MiTek USA, Inc. FL Gert 6634 East 6904: Parke Est Blvd Tampa fL 3361.0 :.. ' July 23,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:: ' Design valid for use only with MiTekra? connectors. This design is ba'seA_onfy, upon parameters shown, and istor an individual building comporien4, not ' � ��• A truss system. Before use, the building designer must verify the applicability of design parameters and prgpedy incorporate this design into the overall . tiullding.design. Bracing indicated is to prevent buckling of Individual truss web and/or,chord members only: Additional. temporary and permanent bracing .. .. MiTek-.. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see AIV5!/rPl1 Quality Criteria; OSB-89 and BCSI Building Component 6904 Parke: East Blvd: SaleryInformation : available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL '36610 Job Truss Truss Type Qty .. :Ply 3000 CR BLK OPT LANAI T24792176 2819461 D6A : Half.Hip Truss .:.: 1 1. ..: .loci Reference (optional) tiudders t-Irsitiource (F,iant Glty,;FL), Plant Glty, FL - 33567, - 8.430 S Jun 2 2021 MI I eK Industries, Inc. i-n Jul 23 10:10:54 2021 Page 1. ID:x_XM R7vsT I•X7-7zwkvV LdhHYWm3famc04 T Od1 eFaJdLn derL?bSKuaZb D8? • .• .. 9 P 1 Y9 9 9 Y Y Yv rt-4-q 5 9 4 11 0.0 19-0-0 27.0-0 34-10-4 43.0-0 1=4-0 5-9.4 5-2-12 .: 8-0-0 8-0-0 7-10-4 8-1-12 Scale = 1:75.8 ' 5x6 =. .. 5 3x4 = :: :: x6—..:. 3x4.= 3x4.11 4 21 22 5 23 6 24 6.00 F12- 7 25 8- 3x4 3 ST1.5x8 STP = 20 . . 9 . ai 26 27 28 13 29 30.:F..: 12 31 11: " 32.: 10 33 34 9 15:: 14::': . ST1.5x8 STP4x6 3x44x6:- 3x4 2x4. II 6x8 - — 3x6 = 6x8 5 9 4 12-0-p 1P_ -5 22.3=1 . 32-5.12 43_0.0 5-9-4 6.2,12r 0- •5 10-2-12 10-2-12 10-6-4 Plate:Offsets (X,Y)-- [4:0-3,0,0-2-0],[6i0-3-0,0-3-0] - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (100) I/clef] Ud PLATES : GRIP TCLL .' 20.0 Plate Grip: DOL 1.25 TIC 0:83 : Vert(LL) 0.15 14-15 >991 240 : MT26 244/190 TCDL 7.0 .. Lumber DOL . :.1.25 BC .' 0.90_ : Vert(CT) . -0.63 : 9-10 >586 :180 .. ... BCLL 0.0..* Rep Stresslncr YES WB. 0.80 Horz(CT). .0.04. 9 n/a n/a .. BCDL 10.0 Cade FBC2020/TP12014 .: Matrix -MS Weight: 228 lb FT = 20°I . .. LUMBER - BRACING- .. TOP CHORD:: 2x4 SP No.2 TOP CHORD :.. .Structural wood sheathing directly applied or 4-5-11 oc purlins, BOT CHORD 2x4:SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT. CHORD Rigid.ceiling directly applied or6-0-0 oc bracing. WEBS 1 Row atmidpt: 5-14,7r9 REACTIONS. (size) 9=0-3-8,:2=0-8-0, 14=0-8-0 Max Horz 2=405 LC 12 Max Uplift 9=-550(LC 9), 2=-302(LC 12), 14=-1572(LC 12) Max Grav 9=1153(LC 18), 2=144(LC 1), 14=2354(LC 2) FORCES. (lb) - Max. Comp./Max; Ten. - All forces 250 (Ib) or less except when shown.. TOP CHORD 2-3=-54/628, 3-4=-806/905, 4-5=-754/888, 5-6=-1111/383, 6-7=-1417/582; . BOT CHORD:: :271b=-694/0, 14-15=-6944:12-14=-270/662, 10-12=7661 606/1230 .. .1410,:9-10= WEBS 3-15=-789/222, 4-14=-687/716, 5-14=-1878/1124, 5-12=-257/904, 6-12=-502/487,.' .7-10=0/476, 7-9=-1450/724, 3=14a-530/1450 NOTES- .. . 1) Unbalanced, roof live loads have been considered for this design. 2) Wind: :ASCE'7-16; Vult=160mph (3-second gusty. 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(2E) -1.4-0 to 2-8-0, Interior(1) 2-8-0 to 1:1=0-0, Extedor(2R) l lrO-0 to 16-7-14, interior(1) .16-7-14 to 42-10-4 zone; porch left.exposed;C-C for members and forces &'MWFRS.for reactions " shown; Lumber DOL=1:60 plate grip DOL=1.60 3) :Building Designer/ Project engineer responsible for verifying applied roof live load shown'covers rain loading requirements specific to the use,of this truss component..: 4) Provide adequate: drainage to prevent Waterponding. 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 onahe.bottom chord in all areas.where a rectangle 3-6-0 tall by 2-0=0 wide .will fit between the bottom chord and any other members, with: BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 550 lb uplift at joint 9, 302 lbuplift at joint 2 and :1572 Ibuplift at joint 14. sw Joaquin a ezNo.6111.82 t ek USA, Inc. FL Cert6634 tBld 6904 ar East v a p a e Tampa . . July 23,202 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.:: Design valid for use only with IvliTek® connectors. This design is based only upon parameters shown, and iefor an individual building component, _not �a truss system. Before use,.the.building designer must verify the applicability of design parameters and propedy.incorporate this design into the overall. building•design. Bracing indicated is to prevent buckling of individual truss web,and/orchord 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; see. . ANSI?PIf Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke:East Blvd. Safety Information: available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL'36610 Job a Truss Truss Type Qty .. Ply 3000 CR BLK OPT LANAI T24792177 .2819461 D7A Half.Hip Truss I w. Job Reference (optional) Builders FirstSource (Plant Gty,:FL), I'lant Ulty, FL - 33567, 8.430 s Jun 2 2021 MI I ek Industries; Inc. -I-n Jul 23 10:11:05 2021 Page 1 I D:x_XMgR7vsTpljX7jzwKvVygLdl-SggwNQigOPTHI W MkAmKrXdaFIO RIwKXD_Y3fRSyvD7q rt-4 Q .. 4.9-4 9-0.0 15-9.6 21-5-11 27-2.8 32-11-5 38-7-11 43-0-0 1-4.0 4,9-4 4-2-12 6-9-6 5-8-6 5=8-13.-13 5.8-6 Scale -1 - :75.8. 5x6 T — .. _ 4x4 — 5x6 — 5x6 - 2x4 II 46 — . 3x4 — ..:.: 6.00 12.. 5 27 B ... . 4 24 25 6 :.: 26 7:' ' 2x4 \\ ST1.5x8 STP = 3 23 1 2 :12 16 11 28 29 19 30.. 18 17 15 14 13 4x8 3z6 II 3x63x4 3x4= .3x4 = 3x6 . . _ ...... 3x4 = &B = 3x6 = 6-3-4 12.0=0 " 15-9-6 � 23-4-13 .3 0-4 38=7-11 _43-0-0 r .:6-3-4 5-8-12 3-9-6 7-7-7 7-7-7 7-7-7 4-4-5 Plate Offsets (X Y)-- [2:0-6-0 0-0-6] [4:0-3-0 0-2-0] [6:0-3-0 0-3-0] [8:0-3-0 0-3-0] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) _ I./deft : Ud PLATES' GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 0:68 Vert(LL) 0.1819-22 >793 240 : :: MT20 244/190 TCDL 7.0 Lumber DOL. ..1.25 BC .' 0.74 Vert(CT) 0.16.19-22 >885 -180 BCLL 0.0..' Rep Stress Incr .. YES WB. 0.81 Horz(CT) 0.04 . 11 n/a n/a BCDL: 10.0 Code :FBC2020/TP12014 Matrix -MS .Weight: 239 lb FT = 20%, LUMBER- BRACING- . . TOP CHORD::2x4 SP No.2 TOP CHORD' :.. :Structural wood sheathing dire . ctly applied or 4-2-10 oc purlins, BOT CHORD 2x4:SP No.2 except end verticals. .WEBS 2x4 SP No.3 .. BOT. CHORD Rigid ceiling directly applied or 5-4-8 oc bracing. ::':WEBS 1 Rowatmidpt: 5-18,6-16: REACTIONS. (size) 11=0-3-8,;2=0-8-0, 18=0-8-0 Max.Horz 2=343(LC 12).. -- Max Uplift 11=-542(LC 9), 2- 335(LC 11), 18=-1582(LC 12) Max Grav 11=985(LC 22), 2=89(LC 1), 18=2181(LC 1) FORCES. (lb) - Max. Comp:/Max: Ten. - All forces 250 (lb) or.less except when shown.. TOP CHORD 2-3=-67/606,3-4=-80/702,4-5=-1335/1161,:5-6=:352/102,6-7= 11411794,. :7-8= 1430/1160, 8-9==809/743,.9-10=-869l743, 10-11--957/995; BOT CHORD 2-19=-703/0, 18-19=-652/381, 16-18=-102/352, 15-16=-642%996, 13-15= 1171/1418, 12=13=-1195/1369 WEBS 3-19=-262/537, 4-19=-1479/391, 4-18=-982/1.780, 5-18=-1658/1541, 5-16=-638/899, 6-16=-1259/1251, 6-15= 394/542, 7-15=-447/587, 8-12=-720/608, 9-12=-286/509, 10-12=-1075/4181 NOTES- 1) Unbalanced roof live loads have been considered for this design. ' 2) Wind: ASCE 7-16; V61t=160rnph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Conier(3E) -1-4-0 to 2=8-0, Exterior(21N) 2-8-0 to 9-0-0, ComerOFI) 9-0-0' to 13-0-0; Exterior(2N) 13-0=0 to 42-10-4 zone; porch left exposed;C-C.for members and forces & MW FRS for reactions shown; Lumber D&=,1.66 plate grip DOL=1:.60 .' 3) Building Designer / Project engineer responsible for verifying applied 'roof live load shown covers rain loading:requirements specific to the use of this truss component. 4) .Pwide adequate drainage to.prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord livei load nonconcurrent with any Other jive loads. 6) ' This truss has.been designed for alive load of;20.Opsf on the bottom chord irf: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 542 lb uplift at joint 11, 335 lb uplift at joint 2 and 1582 lb uplift at joint 18. .. Joaquin Velez PE No.68182. MiTek USA, Ind. FL Cert 6634 6904,Parkb East Blvd. Tamp a ...... July 23,2021 - AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. A WARNING Verity design and READ NOTES ON THIS U . . 'Design valid for use only with Mi7ek® connectors. This design Is based only upon parameters shown, and Is for an Individual building comporienf,:riot my MiT kS �� '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/orchord members only: Additional, temporary and permanent bracing. r► l� MITek' is always required for stability and to prevent collapse, with possible personal injury and propeity damage. For general guidance regarding the fabrication, storage; delivery, erection and, bracing of trusses and truss systems, see . ANSI/TPII Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke:East Blvd. Safety Information: available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldod, MD 20601 Tampa, FL 36610 Job a Truss Truss Type Qty .. Ply 3000 CR BLK OPT LANAI T24792178 2819461 D8AG :: HALF. HIP TRUSS 1 2 Job Reference (optional) 1.7. 16 15 - 14 13 12 11 .. 4x4 - .. ST,1.5x8 STP=:: 3x6 = — 3x6 = 4x4 =: ' : :. 3x4 : :: :.. :: 3x4'= 6x8 = 6x8 3x6 — : ... . 7-0-0 12-0-0 19=9-7 27-5-2 35-0-13 43-0-0: .. 7.0-0 5.0;0 .: 7-9-7 7-7-11 7-7-1 Y 7-11-3 Plate Offsets (X,Y)-- [3:0-3-0,0-2-01,[5i0-3-0,0-3-0],,[7:073-0;0-374], [16:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES : GRIP TOLL 20.0 _ Plate Grip DOL:1.25 TC-..:0:83:: . Vert(LL0.21:: 13 >999 240 MT20 244/190 TCDL 7.0.. Lumber DOL. .1.25 BC .0.71: Vert(CT) .'-0.24-11-13 >999 :180' .. :. BCLL 0.0:." Rep Stress Incr .. NO W B . 0.58 Horz(CT) . -0.04 : 10 n/a n/a BCDL: 10.0 Code ,FBC2020/TPI2014 . , .. :: Matrix -MS Weight: 428 lb FT = 20%.. .. :BRACING - TOP CHORD:: 2x4 SP No.2 TOP CHORD,: :Structural wood sheathing directly applied or 5-3-12 oC purlins, BOT CHORD 2x4.SP No.2 except end verticals. WEBS - 2x4 SP No.3 BOT, CHORD Rigid.ceiling directly applied or6-0-0.oc bracing. " REACTIONS. (size) 10=0-3.-8.,:2=0-8-0, 16=0-8-0 Max Horz 2=288 LC 7 Max Uplift 10=-1490(LC:5), 2==559(LC 7), 16=-3716(LC 8) Max.Grav 10=2457(LC 14), 2=30(LC 5), 16=5635(LC 13) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (Ib) 'or.less except when shown.. TOP CHORD 2-3=-576/1343, 3-4=-453/1183, 4-5=-221,5/3663; 5-6=-1932/1082, 6-7=-4416/2614, :7-8= 3798/2212 BOT CHORD 2-17=-1287/448, 16-17=-3688/2320, 14-16= 409/202; 13-14=-2307/3736, 11=13=-2918/4667, 10-.11=-1636/2460 WEBS 3-17=-1085/720, 4-:17=-2283/3146, 4-1.6-72476/1929, 5-16=-4398/28341 5-.14--:1523/3015, " . 6-14=-2526/1849; .6-13=-278/871, 7-13=-401/556, 7-1.1=-1245/1073,.8-11=-750/1778, 8-10=-3215/2140 . NOTES- .1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: To chords connected as follows::2x4 - 1 row at mi9 o ooi Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oo: Webs connected as follows: 2x4 = 1. row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front(F) or back (B) face in the LOAD'CASE(S) section. Ply to . ply connections:have been provided to distribute only loads noted as (F) or (B),:unless otherwise indicated: 3) Wind: ASCE 7-16; Vult=160mph:(3-second gust) V.asd=124mph; TCDL=4.2psf; BCDL:�6:Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever )eft and right exposed, end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building;Designee/ Project engineer responsible for verifying applied: roof live load shown covers rain loaiding:requirements specific to the use of this:truss component. 5) P;ovide adequate drainage to prevent water•ponding. 6) .This truss has been designed -for a 10.0 psf bottom chord: live load nonconcurrent with any. other live loads. 7) *. This truss has been:designed for a live load of 20.Opsf on the bottom chord in all. areas where a rectangle 3-6-0 tall by2-0.0 wide . will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others)'of truss to bearing plate capable of withstanding 1490.lb uplift at joint 10, 559 Ib uplift: at' Joaquin Velez PE. No.61i982 joint 2 and 3716 lb:uplift at joint 16. : MiTek USA, Inc. FL Cart 6634 9) Girder carries -hip end with 0-0-0 right'side setback, .7-0-0 left side setback; and 7-0-0 end setback. 6904:Parke East Blvd. Tampa FL 33610 : 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at Date: ..7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S):Standard .. ':: :.. :: ... '...:. oulyGO, I & WARNING -Verity design. parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' .Design valid for use only with MiTek® connectors. This design •i.based_ only upon parameters shown, and is for an individual building componenf,:nof : .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/orchord 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; see ANSIITP11 Quality Criteria; DSB-89 and SCSI Building Component 6904 Parke:East Blvd. Safety Information, available from Truss Plate Institute,.2670 Crain Highway, Suite 203, Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty .. Ply 3000 CR i3LK OPT LANAI T24792178 2819461 DRAG :: HALF. HIP TRUSS 1 Job Reference (optional) nn- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:: A fY 9 _ Design valid for use only with MiTek® connectors. This design is based only. upon parameters shown, and isfor an individual building comporient,.riot �� .: .a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web.and/or,chord members only: Additional. temporary and permanent bracing. .. .. MOW always required for stability and to prevent collapse,with possible personal injury and property damage. For general. guidance regarding the fabrication, storage. delivery, erection and. bracing of trusses and truss systems; see. . ANSUTPII Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke: East Blvd. Sa/etylnknnation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply 3000 CR BLK OPT LANAI :T24792179 2819461 ET..: JACK -.PARTIAL TRUSS .: 34 1. ... " Job Reference (optional) CUInIer5 rrrSIJOUrCL trlaM U[yyrL1, • • rlanl ld[y, rL - Mpt)F, tt.4dy S Jun z zyzl mi I eK mUDSirles, Inc.:rn JUI zu 1 Ua l aU zuzi rage 1, " ..:.: ID:x_XMgR7.vsTpljX7_7zwKvVygLdl-pdUpQ7mprx5ZOHEizKwOEhH8OP6dbmOy8gmQ6gyvD71 1:p 3 0 0 .... 7-0.0 1-4._40. 3-0-0 ., 4-0-0 :.: Scale 1:23.0.': S _ 3 6.00 F12 .: m 1 .: d• d• d. 4x4'=.:.: 4 _... _. 7-0-0 Plate Offsets (X,Y)-- [2:0-1-.8,Edge1 I4D. (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES: GRIP TCLL 20.0.: Plate GripDOL.. 1.25 TC :0:56:: Vert(LL),'. 0.23:: 4-7 >361 240-:.' MT20 244/190:: TCDL 7.0.. ..: Lumber DOL., .. :.1.25 BC . - 0.89..: Vert(CT)-0.22.: 4-7 >376 180 BCLL 0.0..* Rep Stress incr YES WB 0.00 Horz(CT).-0.01': 3 n/a n/a BCDL: 10.0 Code :FBC2020/TP12014 . Matrix -MP Weight: 24 lb FT = 20% LUMBER- BRACING- TOP CHORD : 2x4 SP M 31 TOP CHORD :.. :Structural wood sheathing directly applied or 6-0=0 oc purlins: BOT CHORD 2x4.SP No.2 BOT CHORD .: -Rigid ceiling directly -applied or. 3-9-0 oc bracing.: . REACTIONS. (size): 3=Mechanical, 2=0-8-0, 4=1Vlecfianical •' '' " Max Horz 2=278(LC 12) Max: Uplift 3=-194(LC 12), 2= 217(LC 12) -' Max'Grav 3=197(LC 17); 2=336(LC 1), 4=122(LC 3) ..:FORCES. (lb)'- Max. Comp./Max. Ten. -All forces 250'(lb):or less except when shown..,: NOTES- 1) Wind: ASIDE 7716;,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(2R) 2-8-0 to 6-.11-4 zone;C-C for members and.forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . . . 2) Buiiding Designer / Project:engineer responsible for verifying applied roof live load shovin:covers rain loading requirements specific to: the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load ionconcurrent with any other live loads. , 4) * This truss has been designed for alive' load of 20.Opsf on the bottom chord in: all areas where a'rectangle 3-6-0 tall by 2-0-0 wide'': will fit between 'the bottom chord and any other:members. 5) Refer to girder(s) for truss to. truss connections. ' 6) Provide mechanical connection.(by others) of truss to-besring plate capable of withstanding 184 lb uplift at joint 3:and 217lb:uplift at .. . Joint 2.4. Joaquin VelezPE. No.6810 MiTek USA, Inc. FL Cart6634 .. .. a FL 3610 : , 804:Par(e East Blvd Tampa Date:.: .. 0 WARNING -Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-7473 rev. 5/19/2020 BEFORE USE.:: Design valid for use only with MiTe4 connectors. This design is based only upon parameters shown, and l0br an individual building component;,.riot : A truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall • building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional, temporary and permanent bracing, .. . MOWis always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems; see ANSI/TPl1 Quality Criteria; DSB-89 and SCSI Building Component 6904 Parke:East Blvd. Safetylnformation: available from Truss Plate Inslitute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. _ Tampa, FL'36610 Job Truss Truss Type Qty : . Ply 3000 CR 13LK OPT LANAI T24792180 2819461 E7A : JACK,PARTIAL TRUSS 3 1. :.: Job Reference (optional) : ouuueia rua0vu1— tnai a uny,:r ), n61 It t.ey, rl- - 000u� OAJU S JUrI Z ZUe I IVII I eK inuUSLrles, utc. rrl JUI eo I u:l I:1z zuz I ragea. ID:x_XMgR7vsTpljX7_7zwKvVygLdl-IObarpo3MYLHeb044kyUJ6NP.6Dop3brFbBFXBYyvD7j 1-4-0' 3 1- 14 3-10-2 Scale=1:23.0 - 4 : 6.00 12 4x4 .. m . .. 5x8 10 3x10. .: 3x4 = 700 . 7-0-0 . Plate Offsets (X,Y)-- [2:0-279,0-1-8] LOADING (psf) SPACING- 2=0-0. _ CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL .: 20.0 : Plate Grip DOL . :1.25 TC' - .:0:77 : Vert(LL) : 0.31: 6-9 >264 240 :.: MT20 244/190: : TCDL 7.6 . Lumber DOL .' .. : 1.25 BC . 0.84:.: Vert(CT) . 0.28.: 6-9 >297 :180 BCLL 0.0. Rep Stress Incir .. YES W B . 0.32 . Horz(CT) . -0.01 . 6 n/a ' ri/a BCDL. 10.0 Code :FBC2020/TPI2014 . Matrix -MP . :.. :: Weight: 31 lb FT = 201/6 LUMBER- BRACING- TOP CHORD:: 2x4 SP No.1 .. ' "' .. TOP CHORD :.. :Structural wood sheathing directly applied or 6-0=0 oc puffins: BOT CHORD 2x4:SP No.1 BOT CHORD Rigid ceiling directly.applied or:2-11-3 oc bracing. . WEBS 2x4 SP No.3 . WEDGE . ... Left: 2x4 SP No.3 REACTIONS.:(size) 4=Mechanical; 2=0-8-0,'6=Mechanical Max Horz 2=278(LC 12)' Max Uplift4=-101(LC 12), 2=-366(LC.12),.6=-234(LC 12) Max Grav'4=102(LG 17), 2=336(LC 1), 6=178(LC-3) FORCES. '(lb) _ Max. Comp./Max. Ten. -All forces250 (lb) or less except when shown. TOP CHORD 2-3=-307/603 BOT CHORD 2-6— 999/307 WEBS 3-6=-334%1086 NOTES- 1) Windi,ASCE 7-16;:Vult=160mph (3=second gust) Vasd=124mph; TCDL=4:2psf; BCDL=6.Opsf; h=25ft;:B=45ft; L=40ft; eave=4ft; Cat.: ll; Exp:C; Encl.', GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2R) 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) Building Designer / Project erlgineer responsible for verifying applied roof live load showncovers rain loading requirements specific to the use of this truss component. 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'be'en designed for alive 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•theibottorn chord and any other members. ' .. 5) Refer to girder(s) for truss to: truss connections. 61 .Pfovide mechanical ccnnection:(by others) of truss to bearing plate capable of withstanding 1.01 lb uplift at joint 4: 366 Iti.upliff at joint 2 and 234 lb uplift at.joint 6: . - Joaquin Velez PE. No.613182 MiTek USA, lhd. FL Cert 6634 ... ... ... East Blvd Tampa 6904;Parke E m a FL 3361.0 ; , Dater n .:.. & WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE.:: Design valid for use only with MiTeW connectors. This design is based ony upon parameters shown, and is for in individual building component, ,not a truss system. Before use, lhe.building designer must verify the applicability of design parameters and properiy,iacorporate this design Into the overall: building.design. Bracing indicated is to prevent buckling of individual truss web.and/or,chord members only: Additional. temporary and permanent bracing. . MITek-' is always required for stability and to prevent collapse.with possible personal injury and property damage. For general, guidance regarding the - fabrication, storage; delivery, erection and bracing of trusses and truss systems; see ANSM11 Quality Criteria; DSB-89 and SCSI Building Component 6904 Parke:East Blvd: Sa/elylntormadon: available from Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 CR. BLK OPT LANAI T24792181 2819461 E7T : JACK -.PARTIAL TRUSS 7 1. :. ' Job Reference (optional) tSuiiaers t-irslAource iriani L�Ily,:t-L), rlanl L ny, r-L - 330b/, ts.4dy s JUr1 Z ZUZI mi t eK Inausiries, Ir1C.:rn JUI 23 l U:l1:14 ZU2l rage l - ID:x_XMgR7vsTpljX7_7zwKvVygLdl-hPj KGUpJuAc?tuYTC9?yOXSrgOYJXXJY3RkdFRyvD7h �-4-0 : 2 8=0 :. ... 4 8 0 7 0 0 1-4-0:'.: 2; -5 2-0-0' 2-4-0 S 1 ca e ..: 5 2x4 11 .. .. 6.00 12 4 .. .. m .. , = 3x4cb a m 3. x4 .. — .:.: Y ....: " ..:.: 4 2 3 x8 11 o . .. 5x8 .- .. o• g. g 2x4 II 3x4 q-g.0 7-0.0 2'8'0 2-0-0' 2-4-0 ' Plate:Offsets (X,Y)-- [2:0-14,Edge], [3:0-0-10,0-1-15] LOADING (psf) SPACING- 2-0-0_ CSI. -DEFL. in (Ioc) I/deft Ud 'PLATES: GRIP TOLL 20,0-: Plate GripDOL:_: :1.25 TC'..:0:44:: _ Vert(LL) ..:0.33: 8 >253 :240 MT20 244/190:' TCDL 7.0-. :.: Lumber DOL. 1.25 BC . 0.52.: Vert(CT) .' 0.27.: 8 >314 :180 BCLL 0.0. Rep Stress lncir .. YES W B 0.20 Horz(CT) . -0.16 . 6 n/a n/a . . BCDL: 10.0 Code :FBC2020/TPI2014 .. :. Matrix -MP Weight: 32 lb FT = 20%0.. :. . LUMBER- BRACING - TOP CHORD-: 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0=0 oc puriins: BOT CHORD 2x4:SP No.2 *Except BOT CHORD Rigid ceiling directly.applied or.10-0-0 oc bracing. . 3-6: 2x6.SP No.2 .. WEBS 2x4 SP No.3 REACTIONS., : (size) 5=Mechanical; 2=0; 8-0,:6=Mechanical Max Horz 2=278(LC 12) Max. Uplift 5=-63(LC 12), 2=-215(LC 12), 6— 122(LC 12) -Max 6rav 5=60(LC:17), 2=340(LC 1),.6=224(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250'(lb) or less except when shown.. . . W. TOP CHORD : 3-4= 376/206 WEBS 4-7= 424/665 NOTES 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vesd=924mpFi; TCDL=4.2psf; BCDL=6:0psf h=25ft; B=45ft; L=40ft; eave=.4ft; Cat. 11; Exp.C; Encl., GCpi=0.18;:MW FRS (directional) and C-C Corner(3) -1-4-0 to.2-8-0, Exterior(2R) 2-8-0 to 6-1.1-4 zone C-C for _ _ . " " members and4orces & MWFRS for 'reaction's shown; Lumber DOL=1.60:plate: grip DOL=1.60 2) Building Designer / Project engineer:responsible for verifying appliedroof live=load shown covers:rain loading;requirements specific to the use of this truss component. " 3) This truss has been designed for it 10.0 psf bottom chord live load nonconcurrent with any other live loads. " 4) ..*: This truss has been'designed for alive load of 20.Opsf on the bottom chord in a1f areas where a rectangle 3-6-0 tall by 27070 wide will fit. between the;bottonl chord and, any other members. 5) Refer to girders) for truss to truss connections..: " 6) Provide mechanical connection (by others) of truss to bearing plate capable of. withstanding 63 lb, uplift at joint 5, 215 lb uplift at joint 2 and 122 lb uplift at-joint-6:.: Joaquin Velez PE. No.60182: MiTek USA, Inc: FL Gert 6634 .... 6804:Parfe East Blvd Tampa a FL336.1p V. - A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE.USE.:: • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is 'for an individual building component, _not : �• _a truss system. Before use, the building designer must verify the applicability of design parameters and properiy.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,wilh possible personal Injury and property damage. For general. guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSUTFII Quality Criteria; DSB-89 and SCSI Building Component 6904 Parke:East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203: Waldorf, MD 20601 Tampa, FL *36610 Job Truss Truss Type a Qty , " Ply 3000 CR BLK OPT LANAI T247921B2 2819461 G1A: Hip Truss Job Reference (optional) Builders FirstSource (Plant City,. FL), Plant City, FL = 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Jul 23 10:11:19 2021 Page 1 ID:x_XMgR7vsTpIjX7_7zwKvVygLd1-2MW DJCtSjiEHzgQR?ia75a9dG1 C7CdlHgSOxeyvD7c 1-4-p 6-4-12 12-4-0' 16-8-0 21-0.0 24-5-14 28-11-9 33-5-4 38-0.0 43-8.0 48-1-8 5d-3-4 60-8-0 62-0 0 1-4-b .4-12 5-11-3' 4=4.0 4-4-0 3-5-14 .4-5=11 4-5-11 4-6-12 .5-8.0 4-5-8 6-1-:12: 6-4-12 4- Scale:= 1:117:4. 6.00 12 6x8 = .. 7xB = 2x4 11 4x4 -" 4x4 =' 6x8 = 6 734 35 8. .9. 3610 5x6 i 5' 12 -.. 37.. 33 5x6 4 .. 13ST1.5x8 STP=.. o . 3 .. 21 38 rn 32 22 7xB 20 14 � m 16 23 19 15 0 ". 12 24'" 18.17 16 - IN 39.:' 26 25 x 3.00 12 2.73 12 :: - 3x6 = x4 ST1.5x8 STP= 2x4 it ST1.5x8 STP=j.:7x8. 6=4-12 12-0-0 12T51-0 21-0-0 24-5=14 ,' 28-11=9 33-5.4 36-0.0 " • 43-8-0 47-10.0 , " 54-3.4 60-8-0 6.4-12 5-7.4 0- -0 .:'.. 8.8-0 3-5-14 .4-5=1t 4-5-11 4=6=12 :' 5-B-0 4-2-0 6.5a4.' 6-4-12 .":Plate:Offsets KY)-- [4:0-3-.0,0-3-0], [6i0-4-0,0-1-151, [8:0-4-0,0-4-8], j11:0-2-4,0-3r01; [13:0-2-4;0-3-4], [18:0-3-0,0-0-11], [25:0-5-8,0-4-8] LOADING (psf) SPACING- 2-0-0 ' CSI. -DEFL. in (loc) I/dell : Ud PLATES GRIP TOLL 20.0. Plate Grip DOL 1.25 TC 0:72 :: . Vert(LL) ' 0.35- 20-21 >999 :240 : MT20 244/190 TCDL - 7.0 .. :. Lumber DOL . :.1.25 BC 0.80..: Vert(CT)-0.45.20-21 >999 :180 . BCLL 0.0 .' Rep Stress Incr .. YES WB . 0.95 Horz(CT) 0.22 . 14 n/a n/a ::BCDL: 10.0 Code FBC2020/TP12014 .: Matrix -MS :: Weight: 483 lb FT = 20% LUMBER- BRACING- TOP CHORD_ : 2x4 SP No.2 'Except' TOP CHORD' : :Structural wood sheathing directly applied or 3-0-1.oc purlins: 6-8,&11: 2x6 SP No.2 : " BOT CHORD "' .: "Rigid ceiling directlyapplied or.4-10-1 oc bracing.. ' BOT CHORD 2x6 SP No.2 `Except` — WEBS 1 Row at.midpt. 14-18: 2x4 SP No:2 : 2 Flows of 1/3 pts 5-25 WEBS 2x4 SP No.3 `Except` " 5-25, 2x4'SP No.2 " REACTIONS. .. (size) 2=0-8-0, 25=0=8-0,.14=0;8-0 MaxHorz 2=421(LC 11) Max Uplift 2=-595(LC 22), 25=-2222(LC 12), 14=-081(LC 12) Max Grav25=3371(4C 1), 14=1631(LC 1) FORCES. (lb) -. Max. Comp./Max. Ten.'- All forces 250 (lb) or less except when shown. TOP CHORD . 2-3=-579/1605, 3-4=-1391/2049, 4-5=-1224/2041, 5-6=-614/432, 6-7=-562/440, .. :: 7-8=-1981/1187, 8,9=-2927/1646, 9-10=-2927/1646, 10-11=-2682/1646; . :.. :: 11-12=-2415/1533;:12-13=-2533/1548,.13-14= 3053/1743 BOT CHORD,2-26=1549/551:25-26=-1549/551., 24-25=-529/715, 2.2-24=-200./1216; 21-22=-631/2052,. .. 20;21=-1084/2751, 19-20=-877/2:177, 18-19=-1082/2265;'17-18=-1050/2198, 16=17=-1415/2677, 14-16=-1416/2675 WEBS 3-26=-797/277, 3-25=-543/1354, 5-25=-2922/1748, 5-24=-759/1529, 7-24=-1603/963,' " " — 10-21=-47/469, 10-20= 687/362, 11-20=-344/917, 11-19= 204/302,.12-19=-245/305, ... ' ' ' 13-17=-613/413; 113-16=0/271, 4-25=330/354; 7-22=-762/1537, 8-22==1333/793, 8-21=-714/1431 NOTES- . . ..:1) Unbalanced roof live loads have been considered for this:design. 2).Wind: ASCE 7-16; Vult=160mph.(3 second gust) Vasd=124rnph; TCDL=4.2psf; BCDL=6.OPsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18;:MWFRS (directional) and C-C Extefior(2E) -1-4-0 to 2-8-0, lnterlor(1) 2-8-0 to 21-0-0, ExterW(2R) 21-0-0 to 26-7 14: interior(1) 26-7-14 to'43-8-,0, Exterior(2R) 43-8-0 to 49-3-14; ;Interior(1) 49-3-14 to 62-0-0 ione; cantilever left .arid:: :. . right exposed ;end vertical left and right exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown-.' Ltdmber DOL=1.60: plate grip DOL=1.60 3) .Building Designer / Project:engineer responsible for verifying applied roof live load shown:covers rain loading requirements specific to the use of this truss cornponent. 4) WARNING:. This long span truss requires. extreme care and experience.for proper and safe handling and erection. For general. handling and erection guidance, sea Guide to Good Practice for Handling :Installing & Bracing of Metal Plate Connected Wood; Joaquin Velez PE. No.6B192: Trusses ("BCSI"), jointly produced by SBCA'and TPI. The building owner or the owner's authorized agent,shall contract with a MiTek USA, Inc: FL Gert6634 qualified registered design rofessional for the design and inspection of the temporary installation restraint/bracing and the q ". 9 9.. P.. 9 6904;Parke East Blvd. Tampa fL33610 permanent individual truss member restraint/bracing. "MiTek assumes no responsibility for truss manufacture, handling, erection, or ,. bracing. 5) Provide adequate:drainage to prevent water:ponding. ". :.: July 23,2021 6 All Olates are 4x6 MT20 unless otherwise indicated. ..:.: A WARNING -verify desigh.parameters and READ "NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:: Design valid for use only with Milreke connectors. This design Is based only upon parameters shown, and is for an individual building coniporienf,:not �a a truss system. Before use, the building designer must verify -the applicability of design parameters and properiy.incorporate this design into the overall: building design. Bracing indicated is to prevent buckling of individual truss web,and/or,chord members only: Additional, temporary and permanent bracing. T MI dk'. -' is alwaysrequired for stability and to prevent collapse"with possible personal injury and property damage. For general, guidance regarding the fabrication, storage; delivery, erection and bracing of. trusses and truss systems; see. ANSUTPI1 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke: East Blvd. Safety information: available from Truss Plate Institute,.2670 Crain Highway, Suite 203. W aldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 CR BLK OPT LANAI q. T24792182 .2819461 G1A: Hip.Truss :: 1 1. :.:. Job Reference (optional) .. .. WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE.:: :. fY 9 P Design valid for use only with MiTelc®connectors. This design is based only. upon parameters shown, and isfor 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 rggqlred for stability and to prevent collapse,with possible personal injury and property damage. For general, guidance regarding the * :: , .. s . : fabrication, storage; delivery, erection and, bracing of trusses and truss systems; see. . ANSUTPI1 Duality Criteria; DSB-89 and SCSI Building Component 6904 Parke: East Blvd: Safety Information: available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL'36610 Job Truss Truss Type City .. P.ly 3000 CR BLK OPT LANAI � : .: T24792183 .2819461 G2A: PIGGYBACK BASE TRUSS .: 4 1. :.: J66 Reference (optional) tjuuaers rlrstbource trtant taty, t-Lf, mant silty, rL - JJbb1, B.43u s ,tun z zuzl ml i eK inaustnes, Inc. t-n iu.i z3 lu:T1:z3 zuzl rage i I D:x_XMgR7vsTpliX7_7zwKvVygLdl-wBmk9ZwznxkjSHkCEYf3FQKJBfh?8RNs7LQc4QyvD7Y 16-6-0 - -4• 6-4.11 12-4.0, 14-6-9 20-8-0 24-4-12 28.11-0 33-5-4 38-2-5 44-0-0 50.1.a 54.3.4 60-8.0 -0 -4- 6.4.11 5.11-5 2+2.9 =11 4-2-0 3-8-12 4-6-4' 4-6-4 4-9-1 5-9-11 .6.1.8 4-1-12 6v4.12 . -4 .. . .. Sc ale 7.4. 6.00. 12 6x8 = 7 x8 = 2 x4 4x.4 = — 4x4 — 6x8 6 : 7 33 34 8 g: 35 10 11.. 36 4x6 ✓. 5x6 i 5 3xB 32 1P 4 5x6 13 3x8 . a 3 .. 21 37 3i 22 6x8 zz 14 v m. 23 .. 4x6 160_ 4 _. 19 15 I o 1 2 24 . 4x6 17 16 4x6 = 18 . .. IN 0 38., Sk8 = 3.00 12 5x6 — 4x4 = 2x4 II 26. :. 25 2.73 12 ST1.5x8 STP — ST1.5x8 STP= . 2x4 II ' ST1.5x8 STP= q _ x ._:: R_A_11 17_n_n'10-A_n 'on_R_n OA_A-'10 :'OM-11_n �Q_R_A W_7_a AA_n_n A7_1n_n..' RA-C-A Rn_R_n .. .:Plate UT15e15 t/1, T/-- r4:V-J-U,U-J-UJ, ta:U-4-U,U-1-101, tt3:U74-U,U-4-o1, U I:U-I-IZ,U-J-4J, r IJ:U-J-U,U-J-UJ, [I0:U-J-V;U-U-1:I], tZ I:U-4-4,U-J-tlJ, rZa:U-a-8,U-4-BJ:: LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell : Ud PLATES: GRIP TOLL 20.0 Plate Grip DOL' 1.25 -TC 0.72 - Vert(LL) : 0.33:20-21 >999 :240 : MT20 244/190 TCDL 7.0. Lumber DOL 1.25 BC . 0.29. Vert(CT) .-0.43.20-21 >999 160 BCLL 0.0 .' Rep Stress Incr YES W B . 0.91 Horz(CT) . 0.19 . 14 n/a n/a BCDL: 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 439 lb FT = 20% LUMBER- " BRACING- TOP CHORD' 2x4 SP No.2 'Except* TOP CHORD :.. :Structural wood sheathing directly applied or 2-9=9 oc puffins, except 6-8,8-11: 2x6 SP No.2 : 2-0-0 oc purlins (4+2-3 max.): 6-11. BOT CHORD 2x6 SP M 26 . BOT. CHORD Rigid ceiling directly applied or6-0-0. oc bracing. WEBS 2x4 SP No.3'Excepf` WEBS 1 Row atmidpt: 7-24 .. 5-25: 2x4 SP No.2: 2 Rows at 1/3 pts 5-25 REACTIONS. " (size) 2=0-8-0, 25=0-8-0, 14=0=8-0 ' Max Horz 2=414(LC 11) Max Uplift 2=,606(LC 22), 25=-2241(LC 12), 14=-977(LC 12) Max Grav 25=337I3(LC 1), 14=1630(LC 1) FORCES... (lb) - Max.. Comp./Max. Ten. -'All forces 250 (lb) or less except when'.Shown. TOP CHORD' 2-3=-611/1627, 3-4=-1410/2064, 4-5=-1231/2039, 5-6=-553/376, 6-7=-502/389, 7-8= 2019/1182, 8-9=-3014/1672;:9-10=-3014/1672, .10711=m2742/1670, 11-12=-2427/1493, 12-13=-2612/1599,.13-:14=-3114/1775 BOT CHORD 2-26=-1576/580, 25-26=-1576/580, 24-25=-585/757, 22-24=-193/1223, 21-22=-650/2115, 20-21=-1114/2810; 19-20=-889/2179, 18-19=-1155/2338,.17-18=-1141/2299, :16-17— 1426/2716, 14-16=-1428/2724 WEBS 3-26=-796/279, 3-25=-546/1352, 5-25=-2889/1721, 5-24=-782/1553, 7-24=-1645/666, 8-21=-726/1452, 10-21=-53/485, f0-20= 701/355, 11-20=-371/985,,12-19=-340/347, 13-17=-583/367; .13-16=-86/338, 4-26=-336/359 7-22=-766/1565, 8722=-1342l795 NOTES.. .. . . 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE.7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. fl; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8=0, Interior(1) 2-8-0 to 20-8-0, Exterior(2R) 2078-0 W 26-3-14, Interior(1) 2673-14 W 44-0-0, Extedor(2R) 44: 0-0 to 49-7-14, Interior(1).49-7-14 to 62-0-0 zone; porch.left.. 6xposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60, plate grip DOL=1.60 3) Building; Designer/ Project engineer responsible for verifying applied; roof live load shown covers rain loading requirements specific to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for: Handling, Installing.& Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TP1. The building owner or the owner .s authorized agent shall contract with a qualified registered design professional.for the design and -inspection of the temporary installation restraint/bracing and the permanent1ndividual truss member resteaint/brecing. MiTek assuntes no responsibility for truss manufacture, handling, erectioh,•or Joaquin Velez PE No.88182 bracing. MiTek USA, Inc. FL ¢erf 6634 Cart 5) Provide adequate drainage to prevent waterponding.. act Btvd p 61 6904'Parke E Tampa FL 33 0 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Date:.: 7) `. This truss has been designed for a live load of 20.Opsf on'the.bottom chord in all areas.where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the.bottom chord and any other members. ,July 23,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.:: " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not _ : '• • a truss system. Before use, the building designer must verify the applicability of design parameters and properly. incorporate this design into the overall: building,design. Bracing Indicated is to prevent buckling of individual truss web.and/or,chord members only: Additional, temporary and permanent.bracing. MiTek' Is always required for stability and to prevent collapse,with possible personal injury and property damage. For general. guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke: East Blvd. Safety Information. available from Truss 01ate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 3000 CR BLK OPT LANAI n T24792183 2819461 G2A. PIGGYBACK BASE TRUSS 4 1. :. Job Reference (optional) . .: & WARNING -Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. . Design valid for use only with MiTekO connectors. This design Is baseo, only upon parameters shown, and is for an individual building componenf,,not : �• a truss system. Before use, the building designer must verify -the applicability of design parameters and propedy Incorporate this design into the overall . building.design. Bracing indicated is to prevent buckling of Individual truss web,and/or.chord members only: Additional, temporary and permanent bracing MiTek' Is always required forstability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems; see . ANSVTP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke: East Blvd. Safety Information; available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldnd, MD 20601 Tampa, FL'36610 Job Truss Truss Type Qty .. Ply 3000 CR BLK OPT LANAI T24792184 2819461 G3CB PIGGYBACK BASE TRUSS . : 3. .. 1. Job Reference (optional) t3uuaers rlrsioouree frlanr Ury,, rL/, riant lary, rl_ - j 0Pt)f, .. ts.43u S JUn 2 eyzi mi I eK Inaustnes, Inc. -rn Jul Z3 1 U:11:Z6 ZUZ1 rage l " I D:x_XMg R7vsTplj X7_7zwKvVyg Ld l-Li Ssnbzr3s61J kSnvhCmt3ys7sdvLoZJpJe G gkyvD7V -4=Q 6-4-13 U -0 14=5-616-6-0 20-8-0 - 24-4.12 28.11-0 , 33.5-4 i 38-2.5 44-0-0 50-2-10 55-0.0 i•a•d2-1-10 4-2-0 3.8-12.: .: 4-6-4 4-6-4 " 4-9,-1 5-9-11 6.2-10 4-9-7 Scale = 1:106.1 4x4: = 7xB = 2x4. [I " .: 4x4 = 6 x8' 6.00 F12 g 8 9 10.. 11 729 '30 31: 32 33 4x6 i .. :. 5 2x4 11. :: 28 ".. :: :. 12 4 .: 34 4x6 ... 5x6 i .. .. .. .. 13, m .. ho 20 x8 16 1,2 m 1,_; m .27 4x4 — 17 4x4 % ' 1 .2 . .22 .. " 4x6 l 1 4x4 2 6: 3615 . 14 IN o . 35 4x8 % 3.Q0 12 46 =• 2.73 12 ST1.5x8 STP = —. 23 ST1.Sx8 STP= . .. 2x4 11 ST1,5x8STP= . 3 . x6 II 4x6 = . .7x8.— 6-4.13 12-0.0 12r4 0 20-B-0 24=4-12 ' 28-11-0 33-3-83*4 38-2-5 , 44-0-0 47-10=0 55-0-0 6-4-13 5-7-3 0.4.0 .: 8.4-0 3.8-12 '.: 4-6-4 4-4-8 0-1-12 .4-9-.1 5-9.11 3-.10-0 .: 7-2--1 Plate Offsets (X,Y) [3:0-3-0,0-3-0], [6i0-4-0,0-1-15], [8:0-4-0,0-4r8], [11:0-1-12,0-3-4],.[I:6:0 3r0,0 0 111, [23:0-5:4,0-4-8] LOADING psf)SPACING- 2-0-0 ' , CSI. DEFL. in (10c) I/defl : Ud PLATES GRIP TCLL '20.0. Plate Grip DOL..: 1.25 TC 061 Vert(LL) 0.23. 19 >999 240 " MT20 244/190 TCDL T.0 .. :.: Lumber DOL .1.25 BC " 0.60..: Vert(CT)-0.31.: 19 >999 180 BCLL 0.0..* Rep Stress Incr .. YES 1N8: 0.88 Horz(Cl`) 0.18 . 14 n/a n/a : BCDL: 10.0 Code:FBC2020[TP12014 :: .. .. Matrix -MS :": Weight: 409Ib FT=20%0. LUMBER-. .. BRACING - TOP CHORD:: 2x4 SP No.2 *Except*TOP CHORD Structural wood sheathing directly applied or 3-&0 oc: purlins; 6-8,&..11: 2x6 SP No.2 : except end verticals, and 2-0-0 oc purlins (4-3-13 max.):"6-11:. .BOT CHORD 2x6 SP No.2 *Except' BOT. CHORD Rigid. ceiling directly applied or6-0-0. oc bracing. ..... .. 14-16: 2x4 SP No:2 : :' WEBS 1 Flow atrriidpt: 7-22 .: WEBS 2x4 SP No.3 *Except* 2 Rows at 113 pis 5-23 11-18: 2x4 SP M 31 .. REACTIONS. (size) 2=0-8-0, 23=0>8-0,.14=0=8-0 Max Horz' 2=509(LC 11) Max Uplift 2=-3 1(LC 22), 23=-1968(LC 12 , 1.4=: 764(LC 12) . Max Grav 23=3053(LC 17), 14=1659(LC 1.8); FORCES." (lb) - Max. Comp./Max. Ten."- AII'forces 250 (lb) or less except when shown. TOP CHORD . 2-3=-337/1177, 3-4=-1290/1578, 4-5— 1123/1524, 5-6= 818/459, 6-7=-713/463, 7-8=-2108/1124, 8-.9=-2910/1565, 9-10=-2910/1565, 10-11= 2467/1425; : :.. . . 11-12=-1.970/1081,:12-13=-1506/803, 13-14=-1556/823 BOT CHORD . .2-24=-1176/224, 23-24=71177/231., 22-23=-328/538, 20-22=-476/1479, 19-20='-915/2321,, 18-19=-1195/2553, 17-18=-807/1733, 16-17=-674/1276; "15-16==669/1239 WEBS 3-24=-799/280, 3-23=-581/1338, 5-23=-2653/1641, 5-22=-67511377, 7-22=-1453/865,' 10-19=-210/752, 1.0-18=-840/514, 11: 18=-566/1248,11-17=-340/262,.12-1.7— 185/567, 12-15=-776/591, 13-15=-718/1454, 4,23- 326/347, 8-19=-639/1111; 7-20=-697/1400, 8-20— 1093/733" :. . NOTES-.:' : 1) Unbalanced roof live loads have been considered for this design. .. 2) Wind: ASCE 7-16;.Vult-160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=&0psf; h=25ft; B=458; L-40ft;: eavest7ft; Cat. II' Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C EM66or(2E) -1-4-0 to 2-8-0j Interior(1) 2-8-0 to 20-8-0i 'Exierior(2R) 20-8-0 to 26-3-14, Interior(1) 26-3-14 to 44-0-0, Exterior(2R) 44-0-0 to 49-7-14, Int6dor(1) 49-7-14 to 54-10-4 zone; cantilever left and . right exposed .end vertical left and right exposed; porch left exposed;C-C for members and forces ::& MW FRS for reactions shown; Lumber DOL=1,60. plate grip DOL=1;.60 3) Building Designer/ Project engineer responsible for verifying applied roof:live load shown covers rain loading requirements specific " to the use of this truss.component. 4) Provide adequate drainage to prevent water ponding.. . . 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 alive load of 20.Opsf on the bottom chord in all areas where a: rectangle 3=6-0 tall by 2-0-0 wide Joaquin Velez PE.No.68182: will fit betviweeh,t q:bottom chord and any other rriembers, with BCDL = 10.0psf MtTek USA, Inc. FL Gert6634 ....7) Provide mechanical connection (by others) truss to bearing plate capable of withstanding 321 lb uplift at joint 2, 4968 lb uplift at • 6904:Parke East Blvd. Tampa FL:33610 joint 23 and 764 lb uplift at joint .14. - Date: 8) .Graphical purlin representation: does not depict the size or.the orientation of the purlin"along the top and/or bottom chord.: .: . -. . U.Y. 23,202 .. WARNING -Verify desi n. erameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE - II-747 rev. 1 202 BEFOREUSE.:: ry g p C G M 3 e 5/ 9/ 0 O . Design valid for use only witli MITekS connectors. This design is based.only upon parameters shown, and Islor in 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/orchord members only: Additional. temporary and permanent bracin . is always required for stability and to prevent collapse.with possible personal injury and property damage. For general, guidance regarding the � � fabrication, storage; delivery, erection and. bracing of trusses and truss systems, see ANSIITP11 Quality Criteria; DSB-89 and SCSI Building Component 6904 Parke:East Blvd. Saletylnlormation: available from Truss Plate Institute, 2670 Crain Highway, Suite 203. WaldoTf, MD 20601 Tampa, FL 36610 Job Truss Truss Type : Qty ..: Ply 3000 CR BLK OPT LANAI � T24792185 26946.1 G4CB Hip. Truss 1 1. : . Job Reference (optional) punuers rlrsu3ource trlani U1yyrLj, .. riani L ny, rL - JJbb/, t1.4ou s Jun z ZUZI NIf i eK mausirles, Inc.: rrt-JDI ZS l U:l I:zu ZUZI rage a I D:x_XMgR7vsTpIjX7JzwkvVygLdhl H7?P. d?j MnVtACBMapmTVhaLC3fIY8PI W HtwH3yvD7S 1-4•p 6-5-4 12-4.0 17-3-4 22-2-8 27-9.14 33-5-4 37-11-6 42-5-8 55.0.0 4- 6-5-4 5-10-12 4-.1:1-4 4-11-4 5-:7-6 5-7-6 4.6-2 : 4-6-2 5-4-8 .. 7-2-0 ca e.= 6x8 =_ :. ... .. 6.00 12 44 = 7x8 = 44 = 6x8 = — 6 25 7. PB 8 27. g :.: 10 3x6 i 3 11 3x6 2B 5x6 12 6 3 7x8 � c� 23 : 17 BS 8 M1 2 1 4x 4x6 ; _ o 1. 14 13 lc: N 4x6 = 4x8 % 3.OD .12. 2.73 12 .. 6x8 = ST.1.Sx8 STP = . .. .. .. 20.. 19 2x4 11 .7x8. 6-5-4 12-4-0 22-2-8 27-9-14 33.5-4 42-5-8 47-10-0" S5-0.0 6-5-4 5-10-12 9-10-8 5-:7.6 5-7-6 9-0-4 5-4-8 .: .. 7-2-0 Plate:Offsets (XY)-- [4:0-3-0,0-3-0],[6i0-4-0,0-1-15],:[8:0-4-0,0-4-81,[10:0-4-0,0-1r15];.[1:4:0-6-0,0-3-0], [19:0-540-4r4] . LOADING (psf) SPACING- 2-0-0, CSI. -DEFL. in (loc) I/defl : Ud PLATES: GRIP TCLL _ 20,0 Plate Grip DOL:. 1.25 TC _ :0:69 ::. Vert(LL) 0.20:: 16 >999 :240 .: MT20 244/190 TCDL 7.0 .. :.: Lumber DOL .. :.1.25 BC .' 0.59..: Vert(CT) .' -0.33 16-18 >999 :180' .. BCLL 0.0.* Rep Stress Incr .. YES WB . 0.94 Horz(CT) . OA4 . 13 n/a n/a .. BCDL 10.0 ' - :Code :FBC2020frP12014 .. : ; :: Matrix -MS Weight: 394 lb FT = 20%.. . . - LUMBER-. .. BRACING- TOP CHORD:: 2x4 SP No.2 *Except* TOP CHORD :. :Structural wood sheathing directly applied or 3-9-10 oc purlins, 6-8,8=.10: 2x6 SP No.2 : ".:'except end verticals. p BOT CHORD Rigid. ceiling directly applied or 6-0-0. oc bracing. BOT CHORD 2x6 SP No.2 *Except* 13-14: 2x4 SP No:2 : WEBS 1 Row at micipt_ 9-15, 7-18. WEBS 2x4 SP No.3 :: ; 2 Rows at 113 pts 5-19 " REACTIONS.:: :All bearings 12-4-0 excap t:ot=length) 13=0-8-0. (Ib) - .Max'Horz 2=539(LC 11) Max Uplift All. uplift :100 lb or less at joint(s):except 2=-104(LC 22),.19=-1.630(LC 12), 13=-792(LC:12), :.: 20=-350(LC 22) .. ... . . Max Grav All: reactions 250 lb or less' at joint(s) 2: 20 except 19=2798(LC 1),:13=1416(LC 1) . . FORCES.' (lb) - Max. Comp./Max. Ten.'- All forces:250 (lb) or less except when shown. TOP CHORD 2-3=-526/646, 3-4=-872/1246, 4-5=-688/1236, 5-6=-1003/758', 6i7=-862/740, " . . . . 7-8=-2362/1630, 8,9=-2362/1630, 9-10_ 1552/1185, 10-11=-1801/1246; : :.. :: .. "'" 11-12=-1.532/101;1,i12-13=-1344/926. . BOT CHORD ,2-20=-578/304, 19-20=-578/304, 18-19=-316/340, 16-18=7949/1652; 15-16=-1200/2047, 14-15=-842/1340 ....... WEBS 3-26= 98/486, 3-19= 691/561, 4=19= 345/375, 5-19=-2379/1513; 5-18— 489/1109, 6-18=-54/257,.7-16=-598/1117,8-16=-255/261, 9-1(3=-265%661,9-15=-91.6/596,. 10-15=-317/664; 11-15=-140/419, 11.-14=r726/581, 12-14=-797/1359; 7ro18=-13. 901 NOTES- . .. . . sw "..:.: 1) Unbalanced roof live loads have been considered for this design. 2) Wind:'ASCE 7-16;:Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18;.MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-M, Interior(1) 2-8-0 to 22-2-8, Exterior(2R) 22-2-8 to 27-9-14, Interior(1) 2779-14 to 42-5-8, Exterior(2R).42-6-8 to 47-11-12, Inferior(1).4Z-11-12 to 54-10-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C: for rrtembers and forces. & MW FRS for reactions shown; Lumber DOL=1.60 plate, grip DOL=1.60 3) Building.Designer/ Project engineer: respbnsible;forverifying applied, roof live load shown covers:ra.in Ioadirig:requirements specific to the use of this truss component. 4) .Provide adequate drainage: to.prevent water ponding.. :: : . 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 alive load of.20.Opsf. on thebottom chord in. all areas where a, rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and. ang'6ther members. Joaquin Velez PE No.63163; 87, 7) Provide mechanical connection (by others) of truss to bearing plate capable 6f withstanding 104 Ib uplift. at:jdint 2, 1630 lb uplift at MiTek USA, Inc: FL Gert Joint 19, 792 lb uplift at joint 13 and 350 lb uplift at joint 20. Blvd Tampa 6904:Parke E m a FL336.10 Ea Date: & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE.:: . . " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for'an individual building component, 'not. �p 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. re.quired for stability and to prevent collapse. with possible personal injury and property damage. For general. guidance regarding the - fabrication, storage: delivery, erection and, bracing of trusses and truss systems; see, .. ANS11TPII Quality Criteria; DSB-69 and SCSI Building Component .. ... 6904 Parke: East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL "36610 Job Truss Truss Type Oty ....Ply 3000 CR. ELK OPT LANAI T24792186 .2819461 HT.: DIAGONAL HIP GIRDER ..... 1 1. :.. . Job Reference (optional) LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) I/dell : L/d PLATES: GRIP TCLL 20.0 : _ Plate Grip DOL: : 1.25 TC :0:62 :: : , .20 Vert(LL)-0.05-: 6-7 >999 240: MT 244/190' TCDL 7.0 Lumber DOL . 1.25 BC .' 0.58 .: Vert(CT) .'-0..10.: 6-7 >999 :180 BCLL 0.0 Rep Stress Incr .. NO WB. 0.43 Horz(CT) , 0.01 . 6 n/a n/a .. BCDL 10.0 Code .FBC2020/TPI2014 .: Matrix -MS Weight: 43 lb FT = 20%0. , .. LUMBER- BRACING- TOP CHORD_ 2x4 SP No.2 TOP CHORD : -• :Structural wood sheathing directly applied or 6-O=9.oc purlins: BOT CHORD 2x4:SP No.2 BOT CHORD Rigid ceiling directly.applied or-8-3-4 oc bracing. . ' WEBS 2x4 SP No.3 . REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical :: Max.Horz 2=278(LC 8) ... Max'pplift 4=-178(LC 8); 2=-392(LC 8), 6=-121(LC 8); Max Grav 4=147(LC 1), 2=424(LC.1), 6=277(LC 3) ' FORCES. (lb) - Max. Contp./Max; Ten. - All forces 250 (Ib)'or.less except when shown. TOP CHORD 2-3=-701/343. . BOT CHORD; 2-7= 493/670, 6-7=-493/670 _ WEBS 3-70263, 3-6=-701/516 :.NOTES- 1) Wind: ASCE 7-16; 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) Building Designer/ Project en ineer:res onsible:for verifying applied roof live load shown covers rain loadin re uirements specific _ : 1 9 P N 9 PP 9: q P " to the use'of this:truss component. 3) n/a. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 5) -. This truss has been;designed for a live load of 20.Opsf on'the.bottom chord in all areas.livhere a rectangle 3-6-0 tall by 27070 wide will fit between the:bottorn chord and, any other members. 6) Refer to girders) for truss to truss connections.; 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 4, 392 lb uplift at joint 2 and 121 lb uplift at.joint 6.:: 8) .Manger(s) or other connection. devices) shall be provided sufficient to support concentrated loads) 101 Ib up at: 1-5-12, .10]: Ib up at , 1=5712, 56 lb up at 4-3-11, 56 Ili tip at 4-3-11, and 33 lb down and 153 lb up at 7-1-10, and 33 lb down and 153 lb up at 7-1-10 on top chord, and. at::i-5-12, at 1 5-12,.:at:4-3 11; at 4 3 11, and 34 lb down of 7-1-10, and 34 Ib dowrt at, 7.1 10 on bottom chord:; The designiselection of such connection device(s) is the responsibility of others. 9) Iry 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 t Roof Live. (balanced): Lumberincrease=1.25, Plate Increase=1.25. Uniform Loads (plf) Joaquin Velez PE. N'o.68182: Vert: 1-4==54, 5-8=-20 Ina. FL Cart GG34 Concentrated Loads (Ib)) ;MiTek 6904;Parke E m a FL 3361.0 : East Blvd Tampa Vert: 11=85(F=43; B=43) 12=-66(F=-33, B==33):14=m34(F=-17, B=-17) ; .Date:. .. July 23,2021' .:.: WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:: Design valid for use only with MiTek® connectors. This design is based, only upon parameters shown, and Is for an individual building component, not _ �• A truss system. Before use, the building designer must verify the applicability of design parameters and properly.incorporate this design into the overall; - building.design. Bracing indicated is to prevent buckling of individual truss web.and/orchord members only: Additional, temporary and permanent bracing. Wbk' is alwaysrequired for stability and to prevent collapse,with possible personal injury and property damage. For general; guidance regarding the . . . • . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see - . ANSLITPl1 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke: East Blvd. Satetylnformation: available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. Tampa, FIL 36610 Job Truss Truss Type 1Qty .: Ply 3000 CR BLK OPT LANAI T24792187 .2819461 H7A: DIAGONAL HIP GIRDER Job Reference (optional) puuaers rislaource triani uay,: ry, rlant Uay, rL - SJbb/, • mgoy s JIIn z zUzl mi I eK Inousines, Inc. rn JUI zo l u:i i:o4 zuzl rage 1. ID:x_XMgR7vsTpljX7_7zwKvVygLdl-6FwuSK3sBJ79Gz4JNMMeCIHDs4N7DXcUfZahzHyvD7N 1-10 10 4 6.0 : — ... 9-10.13 1-10-10 4-6.0 5.4-13 71. Scale 1 4 _ . . :.: 4.24 F12 ..: 3x4.� .. ... :: 3 11 ' 2 1.5x8 _ 1. 6..: 13 7 14.. 6 .. o. —..:.: 4 II 3x4 = 2x 3x6 = 5 4-6:0 9-10•13 . 4-6-0 5-4-13 .: Plate Offsets (X,Y)-- [2:0-2-11,0-0: 31 LOADING (psf) SPACING- 2-0-0 CSI. -DEFL. in (loc) . I/dell Ud PLATES. GRIP TCLL 20.0 : Plate GripDOL:.: :1.25 TIC 0:63 Vert(LL) : 0.10: 6-7 >999 :240 : MT20 244/190 : TCDL 7.0 Lumber DOL .' .. :.1.25 BC . 0.58 Vert(CT) . 0.10.: 6-7 >999 .160 BCLL 0.0..* Rep Stress Incr .. (CT) 0.02'. 6 n/a n/a NO WB. 0.43 Horz BCDL. 10.0 :Code FBC2020/TP12014 .. Matrix -MS .. W.eight: 43 lb. FT = 20%.. LUMBER- BRACING- " TOP CHORD : 2x4 SP No.2 TOP CHORD' :. :Structural wood sheathing directly applied or 6-0=0 oc puriins: BOT CHORD 2x4:SP No.2 BOT CHORD '.:'Rigid ceiling directly.applied or.6-1-5 oc bracing.: . WEBS - 2x4 SP No.3 REACTIONS. (size)-4=Meciiarlical, 2=0-8-0, 6=Mechanical . Max:Horz 2=278(LC 8) Max Uplift 4=-179(LC 8), 2==602(LC 8), 6=-330(LC 8) : " ' Max Grav 4=147(LC 1), 2=429(LC.1), 6=277(LC 3) .. FORCES. (lb) -Max. Comp./Maio; Ten. -All forces 250 (Ib) or less except when shown.. TOP CHORD 2-3=-701/747 BOT CHORD 2-7= 876/670, 6-7=-876/670 WEBS 3-7= 148/263, 3-6=-701/916 NOTES- . 1) Wind: ASCE 7-16; V6]t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6;0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp.C;.Encl., G.Cpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2 BuildingDesigner /Project engineer onsible for verifying applied roof live load shown covers rain loadin re uirements s ecific 9 9 P fN 9 PP 9: q P to the use of this truss component. . 3) n/a. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent.with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on'the:bottom chord in all areas.where a rectangle 3-6-0 tall by 2-0-0 wide will fit. between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 lb uplift at:joint 4, 602 lb uplift at joint 2 and 330 lb uplift at.joint 6.:: " " " ti . '8) Kanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 Ib up at:1-5-12, .101: Ib up at 1-5-12, 56 lb up at 4-3-11, 56 lb Up at 4-3-11, and 33 lb down and 153 lb up at 7-1-10, and 33 lb down and 153 Ib up at 7-1-10 on top chord, and. at: 1-5-12, at 1-5-12,, at;4-3711,1: at 4-3-11, and 34 Ib down at 7-1-10, and 34 Ili down at, 7-1-10 on bottom chord::: The design/selection of such connection devic.e(s) is the responsibility of others. 9) Irf the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). : ' LOAD. CASES) Standard 1) Dead + Roof Live. (balanced): Lumber Increase=1.25, Plate Increase..=.1.25. Uniform Loads (plf) Joaquin Velez:PE.No.66982. Vert:, 1-4==54, 5-8=-20 MiTek Ind. I'L Cart SO34 Concentrated Loads (Ib) : East Blvd Tampa Vert: 11=85(F=43;'B=43) 12=-66(F=-33, B=-33):14=-34(F=-17, B=-17) . 6964;Parke E m a Fl. 336.70 : Date:. :.. July 23,2021 WARNING -Verity design arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:. ' ' Design valid for use only with MiTek®connectors. This design is based only upon parameters shown, and is for individual building comporienf,,not. : . a truss system. Before use, the.building designer must verifythe 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: Additionattemporary and permanent bracing, is always required for stability and to prevent collapse.with possible personal injury and property damage. For generaiguidance regarding the a fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . ANS!?PIf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke: East Blvd: Safetylntormation: available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldod, MD 20601 Tampa, FL 36610 Job Truss a Truss Type Oty Ply 3000 CR SLK OPT LANAI ' T24792188 2819461 K1A: Hip., . Job Reference o tional ounuars r115l000[UU tnd]K U!Ly,:rL), ndnl Ugly, rr-- 1000r, - - C.4, U 5 Jun -Z ZUZ t 1Vil i eK InaUSrrles, Inc. rn JUI zJ 7U:1l::lf zUZI regal ..... ID:x_XMgR7vsTpIjX7_7zwKvVygLdhW gcO5M51 U EVk8Rou2UvLgNvj4lM101ywLW pLZcyvD7K 1-4-0 6-8-12 14-2-3 21 0 0 28-7-4 36-0-12 43-8-0 : A 49-2-4 55_!1 1-4-d .: 8-12 7-5-7.:'.: 6-9-13 7-7-4 7-5-8 .: 7-7-4 5.6-4 5-9-12 .: wr g= tale 1:98:9.'. x :_:.. 7x8 - 2x4 II 6.00 12 .. 5. .25 6 26 7 86x8.. sp 3x6 4x6 :... . 9 . 4 27' ... .24 3x4 11 5x6 i.. . : ' :: .: ... .. .. .. .. .... .. .... .. 10 m ..: - :: ....:.: o :: ..3: . o: 23 .. .. ..... .... ... ... :: m 19 28 11329: 16. :' 30 : 13 .:20: 17 15 14 .. 31 32 12 11 " ST1.5x8 STP = 6x8:= 4x6 = 4x6 = 4x6.= ...: 2x4 11 4x8 = 2x4 l l 4x8 = 4x4 = 6x8 = 4x6 6-2-10 6- 12 11-10-12 92 0 21-0-0 28-7-4 36.0-12 43-8=0 9� P 49-2-4 55-0=0 6-2-10 0_6r2 5-2-0 . 0= -.4 9.0-0 7-7-4 7-5-B .: 7-7-4 5-6-4 5-9-12 .: . Plate:Offsets ( )-- [3:0-370,0-3-01,[5:0-3-0,0-2-71,.[6:0-4-0;0-4781, [8:0-4-0,0-1-151, [11;Edge,0-4-81, [19:0-4-0,0-4-41 ...: LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC :0.69 :: . Vert(LL)' _.:-9.22:11-12 >999 :240 ' : MT20 244/190 TCDL T.0 . Lumber DOL . :.1.25 B.C. 0.71:.: Vert(CT)-0.35.11-12 >999 :180 " BCLL 0.0..* Rep Stress ]nor .. YES WB. 0.97 Horz(CT). .0.05 . 11 n/a n/a .. BCDL 10.0 Code FBC2020/TP12014 .. :: Matrix -MS Weight: 424 lb FT = 200/6, LUMBER-.. BRACING - .. TOP TOP CHORD:: 2x4 SP No.2 *Except* TOP CHORD : • :Structural wood sheathing directly applied or 4-1713 oc purlins, 5-6,6-8: 2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 . . BOT. CHORD' ' Rigid, ceiling directly applied orb-0-0 oc bracing. WEBS 2x4 SP No.3:*Exce0t* WEBS 1 Row atmidpt 4-19, 6r17, 7-14, 8-14, 8-12, 9-11 6-17,6-14,8-14: 2x4 SP No.2 REACTIONS.::': (size) 2=0-8-0, 19=0=5-8, 11--Mechanical Max. Horz 2=370(LC 11) .. Max Uplift 2=-168(LC 12), 19=-1379(LC'12);.11= 854(LC 19) Max Grav 2=301.(LC 17), 19=2980(LC.17), 11=1942(LC 18) FORCES.: (lb) -:Max. Comp./Max. Ten. = All:forces; 250 (lb) or less except when:shown. ... .. .. ... " TOP CHORD 3-4=-375/784, 4-5=-1260/811,.5=6=-1077/823, 6-7=-.1688/1240, 7-8=-1890/1243, 8=9-1805/1074 BOT CHORD 2-20=-2Z8/264,.19-20=-280/261, 15-17=-776/1777, 14-15=-776/1777, 12.14=-646/1484, 11-12=-625Ti 187: WEBS _.. 3-19=-730/486, 4-19--2382/1417, 4-17=-543/1353, 5-17=0/309, 6-17=-1182/595, 6-15=0/438, 6-14=-19/2 453; 7-14=-450/498, 8-14==369/668; 9-12=113/675, .. 9-11= 1939/1037 NOTES- 1) .Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE.7-16; Vult=160ntph (3-second. gust). Vasd=124mph; TCDL=4,2psf; BCDL=6.0psf; h=25ft;:B=45ft; L=55ft; save=7ft; Cat...: 11; Exp:C; Encl., b.ppi=0.18; MWFRS'(directional) and C-C Exterior (2E) 1 4-0-to 4-2-0, Interior(1) 4-2=0 to 21=0-0, Extedor(2R) 21-0-0 to 28-7-4; Interior(1) 28-7-4 to 4378-0, Exterior(2R) 43-8-0 to 5175-51.Interior(1) 51-5-5 to 54-10-4.zone;C-C for members and :.. forces & MW FRS for reactions shown; Lumber DOL=1'.60 plate grip DOL=1.60 .: .. . 31Building Designer/ Project engineer responsible for verifying applied roof live load shown.covers rain loading requirements specific .. ..: to the use of this truss.domponent. 4) Provide adequate; drainage to prevent Water;ponding. 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 2-070 wide . :.will fit between the bottom: chord' and any other members; with BCD = i O.Opsf. 7) 'Refer to girder(s) for truss to truss connections. 8) 'Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 2; 1379 I6 uplift.at . joint 19;arid'8541ti:uplift at joint 11. :: ..._. Joaquin Velez PE. No.66162: MiTek USA, Inc: FL Gerf 6634 ... : ....: ..... East Blvd. -Tampa 6904:Parke E FL33610 , Date:.: u.Y23,2021 .. & WARNING.11. : . . . :. a . I : . , ': . I :: -Verify desiign.parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.:: - . : ': ' -Design valid for use only with MiTek® gonnectors. This design is based only upon parameters shown, and is for an individual building comporient,.not �- a truss system. Before use, the, building designer must verify the applicability of design parameters and propedy.incorporate this design into the overall: building.design. Bracing indicated is to prevent -buckling of individual truss web and/or chord members -only: Additional, temporary and permanent bracing, . is always required for stability and to prevent collapse.with possible personal injury and property damage. For general. guidance regarding the fabrication, storage; delivery, erection and. bracing of trusses and truss systems; see ANSYTP11 Quality Criteria; DSB-99 and SCSI Building Component 6904 Parke: East Blvd. Safety Information, available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 _ Tampa, FL'38610 Job Truss Truss Type City .. Ply 3000 CR BLK OPT LANAI ' T24792169 2819461 K2AT Hip Truss Job Reference (optional) 6uuaers rirstoaurce triad[ ldiy,; rL), • � rlani uIxy, rL - JOND/, .. m4ou S Jun z zyzl MI 1 eK lnaustrleS, mc. ,rn JUI z3 1u:11:39 zuzl I age 1 - ID:x_XMgR7vsTpljX7_7zwKvVygLdl-SDknW27?OrISNkyHAvxpvo_5z5z1ugmDpglSeUyvD71 . 1 . 4 p :6-4-12 11-10-11 14=1-6 19-0-0 23-7-12' 27-8-0 33-8-9 ' : 39-7-7 : 45-8-0 -' 50-4-8 55.0-0 h-4-d ., 1-4-12 5-5.15 '2.2.13 � T10.8 4-7-12 ;., 4-0-4 6-0-9 5-10-13 6-0-9 4 1 ca e:= 1:100.6 . 5x6 =' _ _' 3 11. 5 . _ 3 = x4... x6 x6 3x6 �' .. Sx8 _ 6.00 12 6 7 33 ::. 9 34 9 .: 10 35 36 11.. 4x6 3x6 •4:; .. .4x6 is 3x4 :11 4 3. 3% 5x6 m .. 3 V12 00 . ST1.5x8 STP = m 31 1 3 2 Io 0 22 _ 24 43 44 5ir8 — 39 17 40 27": 26 25 18 16 .. 41 - 42 15 14 x = 0 :19 . ... .. .. .. ..5 8 2 _ _ Sx8 = x — 2x4 it 6x8 — - - .:.: 6x8.= 4x6. =:: 3x4 3x6 = 5x6 = — :3x4 I 3x6 -' .. 14-1-8. .. .. .. 11-.10-11:11-.1 P-12 19-0-0 }'.. ":: "'.%T8-0 .33-8-9:"':. :: 39-7-7 "' . 45-8=0,. 55-0-0 ".. '.L -' 5-5-15 " Q- ;1.: 4-10-8 8-860 :6-0-9 ..: 5-10-13 6=0-9.. 9-4-0 .:2.2-12 :Plate:Offsets (X,Y)-- [3:0-3,0,0-3-0],[6i0-3-0,0-2-0],.[9:0-310;0-3-0], [11:0-6-0,0-2-8], [14:0-1-12 0-3-0], [21`.0-2-12;0-3r4], [23:0-5-8 0-2-12] LOADING ps 2-0-0 CSI. DEFL. in (loc) I/defl : L/d PLATES: GRIP TCLL 20.0 Plate Grip DOL :1.25 TC' ..:0:54 Vert(LL) '-0.33:14-15 >999 240 : : MT20 244/190 TCDL 7.0.. :. Lumber DOL. :.1.25 BC .' 0.98.: Vert(CT) .'-0.53.21-22 >963 :160 BCLL 0.0. ' Rep Stress !nor ..' YES WB. 0.95 Horz(CT). 0.00 . 14 n/a n/a .. BCDL: 10.0 :Code FBC2020/TP12014. Matrix -MS Weight:411 lb FT=20°I° LUMBER- :.e RACING- TOP CHORD:: 2x4 SP No.2 : TOP CHORD : Structural wood sheathing directly applied or 4-1=15 oc puffins, BOT CHORD 2x4'S0 No.2 `Except . ' .:.: except end verticals. 21-23:2x4.SP. No.i.. BOT CHORD Rigid. ceiling directly applied or2-2-0.Do bracing. Except: WEBS 2x4 SP No.3' xcept 1 Row armidpt 5-23, 8r21 ; 10-18,11-16' 2x4:SP:No.2, 13-14: 2x6 SP No.2. : 6-0-0 oc bracing: 23-25 10-0-0 oc tiracing:;19-21 . WEBS 1 Row at midpt "7-22, 9-18, 10-16, 11-15, 12-14, 4-26, 9-21 REACTIONS. (size) 2=0-8-0, 26=0=5-8, 14=Mechanical Max Horz 2=370(LC 12) Max Uplift 2=-114(LC 22), 26= 1499(LC 12), 14=-825(LC 12) Max ray 2=138 LC 21), 26=3105(LC 17), 14=1845(LC 18) FORCES.' (lb) -. Max. Comp./Max. Ten.'- All forces 250 (lb) or less except when shown. TOP CHORD :.2-3=-408/546, 3-4=-586%1.131,4-5� 169/454, 5-6— 985/599,.6-7=-829/609, . 7-8=-1866/1125, 8-:9=-1848/1125, 9-10=-1878/1148, 10-1 1=-1 807/1127; a1-12=-1617/939 BOT CHORD 2-27=-509/167, 26-27=-520/164, 16-18— 819/1,740, 15-16=-588/1344, 14-15=-496/964, " 5-23= 2043/1130, 8-21 =-265/267,22-23=-401/240, 21-22=-623/1439 WEBS 3-27=0/263, 3-26=-706/420, 5-22= 768/1692, 6-22=0/260: 7-22- 1238/725, 7-21=-416/995, 9-18==321/274, 10-16=-533/420, 11=16=-431/814, 11-15=-320/257, " 12-15— 185/766, 1.2-14=-1776/960, 4-26=72017/1.100, 4=23=-812/1624, 23-26=-.1051/634,' 8-21=797 1883. NOTES- 1 Unbalanced ) roof live loads have been considered for this design. 2) Wind: 'ASCE_7-16;:Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0:18;.MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-070, Exterior(2R) .. .19-0-0 to 24-7-14, Interior(1) N4_14 to 45-8-0, Exterior(2R).45-8-0 to 51-3-14, Interior(l) .51-3-14 to 54-9-4 zone;C-C for. members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60" :. 3) Building: Designer/ Project engineer:respgnsible for verifying applied:roof live load shown covers:rain loading requirements specific .. to the 'use of this:truss component. 4) Provide adequate' drainage to prevent water ponding. 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 BCD L = 10,0psf. 7) Refer to girder(s) for truss to truss connections. : ' -"` -; Joaquin Velez PE. No.88182: 8) Provide mechanical connection (by others) mi of ss to bearing plate capable of withstanding 114 lb uplift. at Joint 2, 1499 lb uplift:at MiTek USA, Inc. FL Cerf6634 joint 26 and 825 lb uplift at joint 14. East Blvd Tampa 6904: Parke E FL 33610 : Date:.: ... 23,2021 July I.— .. . . :. .... .... .... WARNING -Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.:: .. .. - besignvalid for use only witFi MiTek(el connectors. This design is based only, upon parameters shown, and is for'an individual building componenf,.not : - ��• - :.a truss system. Before use, the building designer must verify -the applicability of design parameters and propedy,incorporate this design into the overall _ building, design. Bracing indicated is to prevent buckling of individual truss web andlor,chord members only: Additional. temporary and permanent bracing. MiTek' is always- required for stability and to prevent collapsawith possible personal injury and propeiry damage. For general. guidance regarding the - fabrication, storage; delivery, erection and. bracing of trusses and truss systems, see . ANSYTP11 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke:East Blvd. ' Saletylnformation .available from Truss Plate Institute, 2670 Crain Highway, Suite 203: Waldorf, MD 20601 .. .. Tampa, FL'36610 - Job Truss Truss Type Qty :. . Ply 3000 CR BILK OPT LANAI T24792190 2819461 K3AT Hip Truss . .. :.: . Job Reference (optional) _ p-1- Filo-u- k"..n' v,1y, rl./" marl -Ly, rL - JJOO/, 0.40y S JUFI 4 ZVZ I es, HIG.:rn Jul u:l i:4b zuz] rage a t e: K Hn45o7-1u-61s-.m20 eI . ..... ... :.: .' ....ID:x_XMgR7vsTpljX7_7zwKvVygLdl-IZfQ_RCOM?eSjp_d4tZShHnC_woolp5F000KOayvD7B -44 6-4-1109 700 27-8-' 5ie-d0=0i '41.8.15 "w: 17- 10 -80 -1-13-4-12 Scale 1:100.7. 5x6 = - 5 6 x - _ 6.06 .12:. 3x6 = - - -5 O - 3x8' 5x6 . - 8 3x4 I1 " .. :: : 6. :: 32 733 - 34 9 :. 11 .: 35 4x6 5 .. ".: 36 4x6 4 .. 3712 5x6 i : .. 31 3 ST1.5x8 STP 30 :. 2 2 QW Io o 23 38 .. 39 ' 21 40 41" . 26:: 25 24 ' " .. 18 . 42 .16 43 15 " " 44 " 17 14 13 . 2x4: i:i 4x6 19 5x8 = . 3x6 .- .: 4x8 = 6x8 = : " . 4x8 = " .: 3x6 4x6 - 3x4 l 1 6x8.= 5x8 -.. 3x4 I .. .. .. 14-1-8 . 17-0-0 .. " " 6-4-12 ":i ... .. 11-10-9: :11-1P-12 i16-1-8, 20-824-4-0 : 27-8-033-7-2: - :: 37-8-0 .. 47-8-0 .. :: 55=0-0. .. :..6-4-12 5-5-14' 2-0-0 3-8-0 .' 3-8-0.: 3t _o 5-11-2" ..: 4-0-14 10-0-0. :.. 7-4=0 .. ..: :2-2-12 0-10-8 Plate:Offsets (X,Y) [3:0 3 0,0-3-01, [6i0-3-0,0-2-0] "[8:0-3-0;0-3c0], [10:0 3 0,0-3-0], [i 1;Or3-0,0-2-01[12i0-3-0,0-1-8],.[9.7:0-3r8,0-3-0], [20:0=2-12,0-3,0], [22:0-2-12,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft" L/d PLATES: GRIP TCLL ": '20,0: Plate Grip 'DOL 1.25 TC .:0:87:: Vert(LL)". :0.36:14-16 >999 .:240.:.: MT20 244/190 TCDL 7.0 :. :: Lumber IDOL..: ....1.25 BC . 0.84:.: Vert(CT) " -0.59.14-16 >869 180 BCLL 0.0..' Rep Stress Incr .. YES V118 . 0.97 : Horz(CT) . .0.08 ; 13 n/a ri/a :. BCDL: 10.0 Code FBC2020/TPI2014". ":. .. :: Matrix -MS :: .;Weight:381 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 or:6-0-0 oc bracing.: Except: . 15-19,13-15: 2x4 SP NoA, 5-24: 2x4 SP.No.3. 1 Row at.midpt. 8-20 .. WEBS 2x4 SP No.3- =: 6-070 oc bracing: 22-24 10-0-0 oc bracing: 18-20 WE WEBS: ".: ,: t 1 1 Row a midpt' 4-25, 6-22, 9-20, 9-16, 10-14, 12-13, 9- 7,' REACTIONS. . (size) 2=0-8-0, 25=0=5-8,.13=Mechanical Max Horz 2=367(LC 12) Max Upliff 2=-181(LC 22), 25=-1538(LC12), 13=-8"18(LC 12) - Max Grav'2=70(LC21), 25=3218(LC 17), 13=1764(LC 18) FORCES. (lb) -. Max. Comp./Max. Ten.'- All forces 250 (lb) or Jess except when shown. TOP CHORD - 2-3=-474/729, 3-4=-655/1294, 4-5=-218/580, 5-6=-153/595,47' =-1089/674, 7-8=-20.1.7/1153, 8-.9=-2009/1152, 9-16=-2015/1145, 10-11= 1310/827, 11-12=-.1500/805, 12-13=.-1.672/949. BOT CHORD . .2-26=-659/219,"25=26=-665/218, 21-22=-127/4311 20-21=-752/1631; 16-17==953/2005, 14=16=-886/1761 WEBS 3-26=0/262, 3-25=-714/418, 4-25= 2128/1142, 6-22=-2111/1092, 10-16=-48/499, 10-14=-965/550, 1.1-14=-13/415, 12-14=-659/1466, 4-22=462/1694, 22-25=-1102/691 " 9-17=-259/219; 17-20=-925/1946, 641=-665/l61:1, 7-21=-1220/773; 7-20=-353/877 NOTES- . .. . . .. . . 1) Unbalanced roof live loads have been considered for this design. 2) Wind: 'ASCE"7-16;:Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. . II; Exp C; Encl., GCpi=0;18;.MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Extedor(2R) 1'/-0-0 to 22-7-14, Interior(!) 224714 to 47-8-0, Exterior(2R).47-8-0 to 53-3-14, Interior(!) _53=3-14 to 54-10-4 zone;C-c for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 .. 3) Buildirig:Designer / Project engineerresponsible for verifying applied: roof live Load shown covers rain loading:requirements specific to the Use of this:truss component. 4) Provide adequate drainage to prevent waterponding. 5) .This truss has been designed.for a 10.0 psf bottom chord: jive 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 BCD = 10,Opsf, 7) Refer to girder(s) for truss to truss connections. Joaquin Velez PE" No.68102 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift, at joint 2, 1538 lb uplift:at MiTek USA, li1.c. FL Gert 6634 joint 25 and 818 Ib'upliftat joint 13. . 04'Parke East Blvd. Tampa FL 33610 ; . . Date:.: .. July 23,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:: Design valid for use only with AAiTek® connectors. This design is basetl only, upon parameters shov✓ri, and is for an individual building component ':not a truss system. Before use, the building designer must verify the applicability of design parameters and property; incorporate this design into the overall "building design. Bracing indicated is to prevent buckling of individual truss web.and/or.chord members only: Additional. temporary and permanent bracing. MITek' is always repu.ired for stability and to prevent collapse"with possible personal Injury and property damage. For general. guidance regarding the - " fabrication, storage; delivery, erection and. bracing of trusses and truss systems; see. ANS11TP11 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke:East Blvd. Safety lniormationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 a Tampa, Fl- 36610 Job qTruss Truss Type Qty Ply 3000 CR BLK OPT LANAI T24792191 .2819461 K4AT Hip Truss 1 1. Job Reference (optional) tlullaerS rlrsl:Aource trlant Uly,.rL),.: clam Glty, rL - JJSti/, - t3.43U s Jun 2 zyzi ml I eK Inaustrles, Inc. Vi JW YJ 1 U:11:49 GUGI rage 1, ID:x_XMgR7vsTpIjX7_7zwKvVygLdILA8KZcSF.GfwOl aHjC1079JvPiz7SpEAoh6Oj_vyvD78 .. .. ... .. 15-0-0 _ i1=4-0 6-4-12 ,7-9-4, .11-10-11 , 14.1-8 i 1,6-1-a 21-6-0 , 24,9=0 1 27-8-0 : 35$-5 :' : 42.4-4 : , : 49:; -0 55.0-0 -46-4-12 -4-8 4-1-7 2-2-13 -1- 2-1-8 3-3-0 : 3-3-0 2-11-0 7-6--5 : 7-2.0 7.3-12 5-4-0 ca e.=1:100.7 3x41154 — 6:00 12 3x6 = 3x6 =... 5x6:- 34 = ..:.: 5x6 x8 _ = .. 5 4x6 5- 5 6 347 35 8 . 9:. 36 1.0. 11 37 38 �2. 39 4.. . .. 4 x6 5x6 i3 33 3.. o ST1.5xB STP m: 32 1. 4 2 o _ 22 " 28:: 27 2625:'23 40 :.. 41 —_ ::19 1842: 17 43' 16 14 18: . .. — 4x6 — 3xfi 20 . 4x6 — 2x4' I:I 5x8 =" :.4x4 . :11 6x8 = 3x8 = 3x6. = 3x6 6x8.= 5B— — — .:3x4 II :. 6-4-12 11-10-11 :11-.1 P, 15-0�0 18-3-0 21-6-0 :: : 24-9-0 1 27-8-0 , .35-2-5' :.. , 42-4-4 i . :.. :49-8-0 - 55A-0.. .., .'6-4-12 5-5-15" 0- 7.: 0 10 8 3-3-0 33-0. 3-3-0 2-11-0 :' 7-6-5 .. :.: 7-2-0 ..:7-3-12 :5-4-0" ' :Ylaie:L)TTSMS tAl TJ-- IJ:U-J-U,U-J-U I. tO:U-J-U,U-e-UJ,.t9:U-15-U;U-J7U1, t I 1;U-J-U,U-J-U1, t Ie:u-O-U,U-e-tl I. t 19:U-e-U,U.-U-U1„ I I:U-L-4,U-L-ILJ, tG4:U-G-I'G*U-G-4J LOADING (psf) SPACING- 2-0-0- CSI. DEFL. in (loc) I/defl Ud PLATES: GRIP TCLL .: 20.0.: Plate Grip DOL 1.25 TC ..0:95 . _ Vert LL 20 >999 240-= ( ) 0.23: MT20 24 4/190 TCDL 7.0 .. :.: Lumber DOLT 1.25 BC . 0.76 .. Vert(CT) .-0.34.16-18 >999 :180 ... BCLL 0.0..* Rep Stress jncr .. YES WB, 0.98 Horz(CT) . 0.08 14 n/a n/a ::BCDL: 10.0 Code :FBC2020/TP12014 . Matrix -MS Weight: 387 lb FT = 20%.. LUMBER- BRACING- TOP CHORD:: 2x4 SP No.2 "' ". :.. :: TOP CHORD' :. Structural wood sheathing directly applied or 3-2=6.oc puffins; BOT CHORD 2x4 SP No.2 *Except* "=r except end verticals. 5-26: 2x4 SP No.3 BOT. CHORD' Rigid. ceiling directly applied or5-11.-.7 oc.bracing. Except: WEBS 2x4 SP No.3 6-0-0 oo bracing: 24-26 10-0-0 oc bracing: 19-21 WE t WEBS .1 Row a midpt' 6-24, 1 -21, "i - 6, 4-27, 7-23 0 21 REACTIONS. (size) 2=0-8-0, 27=0=5-8; 14=Mechanical .. ' . .Max.Horz 2=367(LC 12) Max Uplift 2=-315(LC 22), 27=-1631(LC 12); 14= 798(LC 12) Max Graf 2=123(LC 9), 27=3280(LC 17), 14=1704(LC 18) FORCES.: (lb) Max. Comp./Max. Ten. = Alj:forces 250 (lb) or less except When:shown. .. .. . ... TOP CHORD 2-3= 626/1004, 3-4— 812/1539, 4-5=-365/864, 5-6=-359/872, 6-7=-511/343, :.7-8- 1702/954, 8-9— 2096/1182, 9-10= 2087/1177, 10-11= 2168/1219, 11-12=-1937/1.123; 12-13=-1240/683, .13-14=-1634/920 .. . : BOT: CHORD 2-28=-889/360, 27-28=-895/359, 23-24=-317/221, 22-23=-550/1170, 21-22=-760/1686, .18-19=-32/267, 16-18=-951/1914,.15-16=-502/1033, 9-21=-337/335 WEBS ':; ':: 3-28=0/264, 3-27=-719/427;6-24=-2187/1206, 10-18=-340/345;;11-18=-153/337, 1.1.16=-667/533, 12-16= 624/1271, 12-15=-687/548; 13.15==680/1405, 4-27=-2021/1155," —4-24= 743/1601, 24-27— 1428%829, 6-23= 817/1766, 7-23=-1509/905,.7-22=-508/1180, " ' 8-22=-800/509, 18-21=-1014/1883, 8-21=-513/858 NOTES- : "..: 1) Unbaianced roof;live loads have been considered for this design. 2) Wind: ASCE.7-16;:Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;.eave=7ft; Cat.. 11; Exp C; Eric!., GCpi=0:18;.MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8.0, Interior(1) 2-8-0 to 15-0-0,'Exterior(2R) "..:.: i8-0-0 to 20-7-14, Interior(1) 204114 to 49-8-0, Exterior(2E).49-8-0 to 54-10-4 zone;CrC for members and forces& MWFRS:for reactions shown; Lumber. DQL=1.60 plate grip DOL=.1.60 :. 3) Building; Designer./ Project engineer responsible for verifying applied; roof live load shown covers rain loading:requirements specific to the use of this truss component. 4) Pr9y1de adequate drainage to prevent water.ponding. 5) .This truss has been designed -for a 10.0 psf bottom chord live load nonconcurrentwith 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 ta11 by'2-0-0 wide will fit between the. bottom chord and any other members, with BCDL = 10,Opsf, 7) Refer to—girder(s) for truss to truss connections, Joaquin Velez PE. No.$8962: 8) Provide mechanical connection (by others) of truss to bearing plate capable.of withstanding 315 lb uplift. at joint 2, 1631 Ib uplift at MiTek USA, Inc. FL Cert 6634 joint 27 and 798 lb uplift at joint 14. as v Tampa 6904:Parke East Blvd. T m a FL:33610 :. _ Date:. :.. July 23,2021 .:.AWARNING -Verify desi arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' :. 9n. P�` Design valid for use only with MiTek®connectors. This design is based only upon parameters shown, and istoran individual building component,,nof 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/orchord members only: Additional. temporary and pennanent'bra:6 ig. . MiTek* is always required for stability and to prevent collapse_with possible personal Injury and property damage. For general, guidance regarding the _ fabrication, storage; delivery, erection and. bracing of trusses and truss systems, see ANSIITP11 Quality Criteria; DS8-89 and SCSI Building Component 6904 Parke: East Blvd. SafetyInformation: available from Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601 Tampa, FL'36610 Job Truss Truss Type Qty P.ly 3000 CR BLK OPT LANAI T24792192 2819461 K5AT ': .Hip. Truss "' Job Reference (optional) t5unaers rustaource trianr uty, rL/, rianr Uly, ru - aa001, a.40u s dun z zun mt i eK Inaustnes, Inc. "rn JUI •L3 l u:l i:b2 zuzi rage .i ' ID:x_XMgR7vsTpIjX7_7zwKvVygLdl-ajOhEUH9yrOcRkSmQ8gsxY1FYLRARaJ8oMxebEyvD75 .. .. .. ... .. 16-1-8 ; . 27-8-0 .. .. ... .. .. .. .. 63--7--4.07173 . : 81--08--90 0-0 4 24-5680 - 743 ..... .. ..... .. .. ..... .. .. .. ... .. .. ... .. .. .. .. .. ...... .. .. ... .. Sc ale e.1 = : 100.7 ' :3x4 11 .,. 8=.. 6.00: 12 7z . = — — ZxB:— 4x4—:.":.. :: 7x8 — — 4x4 - 4x4: _ : 6x8 45 .8.:32 733 8'.: 34 935 10 36' 37 •' 11 46 5x6 i 3 31 ST1.5x8 STP 30 ' CO 1 2 2 o .. 21 . . . .. . . pg.. 25 24 23. 19 18 . 17 16 38 4x6 — — 15 39.14 .. 13'. . :. 7x8 = 2x4:.11 6x8 4x 4x6 = = 4 : I 4x8 = 3x6 = 3x8 = 3x6 11 5x12 - .. 5x8 = . . 3x4 11 .. .. 14-1-8 . .. ' 6-4-11 11-10-10 :110 12 i 16-1-8 i 20-10=12 . ' i : ' :.. '27.8-0 ' ..35-8-9:. :: 43-7-7 ' ' . ' :, - :: 51-8-0 - " .. :6-4-11 5-5-14' 0. -2 . 2-0-0 4-9-4: " .. . 6-9-4 8-0-9 . :.: 7-10-13: .. 8-0-9 : " :2-2-12 ..:Plate: Offsets (X,Y)-- [3:0-3- O-3-4] [4i0-5-12,0-2-121, [8:0-4-0,0-4-8], 110:0-4-0,0-4-81, [11;0-2-0,0-3-01, [14:0-3-8,0-1r8], [18:0-2-0,0-0-0], [20:0-2-0,0.3.0] LOADING (psf) SPACING- 2-0-0_ CSI. DEFL. in (]or) I/defl : Ud PLATES : GRIP TCLL 20,0.. Plate Grip: DOL 1.25 .TC ..:0:80 : Vert(LL) 0.22: 15-17 >999 :240. MT20 244/190 TCDL 7'.0.. :." LumberDOL.' .. :.1.25 BC . 0.84..: Vert(CT) .-0.36.15-17 >999 180' .. :.' BCLL 0.0 .* Rep Stress Incr .. YES WB. 0.86 Horz(CT). 0.08 13 n/a ri/a .. BCDL: 10.0 Code :FBC2020/TP12014 Matrix -MS .. ' : .. Weight: 387 lb FT = 20 % . LUMBER-. .. BRACING - TOP CHORD:: 2x4 SP No.2 *Except* TOP CHORD :.. Structural wood sheathing directly applied or 4-8=15 oc purlins, 4-8jb-11,8-10: 2x6 SP:No.2 "".: " -except end verticals. " BOT CHORD 2x4 SP No.2 *Except' BOT. CHORD: Rigid. ceiling directly applied or5-0-8 oc bracing. Except: 5-24: 2x4 SP N6:3. 6-0-0 oc bracing: 22-24 - . WEBS 2x4 SP No:3 10-0-0'oc bracing: 18-20 " WEBS 1 Row at mid 4-25, 9-20, 1.1-15, 17-20, 6-22, 7-21 ' REACTIONS.: (size) 2=0=8-0, 25=0=5-8', 13--Mechanical :Max.Horz 2=367(LC 12)" Max Uplift 2=-486(LC 22), 25=-1735(LC 12), .13=-776(LC 12) Max Grata 2=160(LO 9), 25=3432(LC 17), ,13=1625(LC 18) . " .. ... FORCES.: (Ib)-=Max. Comp./Max. Teri..=All;forces;250 (lb) or less except when shown. TOP CHORD' 2-3=-781/1384, 3-4=-1004/1930; 4-5=-560/1208, 5-6=-534/1167" 6-7=-940/499, :.7-8, 2239/1202, 8-9=-2217/1.193;:9-10= 2342/1267, .10-11�=-201:7/1129, 11-12=-904/495 1. 12-13=-.1613/872 :: ... .. . BOT: CHORD 2-26=-1210500, 25-26=-1217/499, 20-21=-821/1636, 15-17=-1025/2006, 14r15=-375/756, 8-20=-293/292',5-22=-1.91/272 WEBS 3-26=0/264, 3-25=-766/517; 4-25=-2211/1223, 4-22=7367/926, 9-17=-365/373, 10=17=-201/414, 10-15=-743/612;:11-15=-820/1597; 11-14=-871/654, 12-14=-688/1380, 22-25=-1.370/824,.17-20= 1123/2117, 6-22=-2048/1159; 6-21=-707/1663, 7-21— 1312/821 NOTES- . .. 1) Unbalanced roof:live loads have beer! considered for this design. 2) Wind: ASCE.7.16;:Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.. .' II; Exp C; Encl., GCpi=0:18;.MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-&0, Interior(l) 2-8-0 to 13-070,"Exterior(2R) "..:.: At-0-0 to 18-7-14, Interior(1).1B-7-14 to 51-8-0, Exterior(2E).51-8-0 to 54-10-4 zone;C-C for members and forces& MWFRSifor reactions shown; Lumber" DOL=1.60 plate grip DOL=1.60 3) Building;Designe(/ Project engineer re.sponsible:for verifying applied: roof live load shown covers rain loading;requirements specific , to the rise of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 "by2-0-0 wide uvill fit between the.bottom chord and any other members, with BCDL = 1.0,Opsf, 7) Refer to girder(s) for truss to truss connections.:: " Joaquin VelerPE. No.6 3182: 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 486 lb uplift_ at,joirlt 2, 1735 lb uplift at MiTek USA, Inc. FL Gert 6634 joint 25'and 776 lb uplift at joint 13. • ; , . : ; a vTampa 6904:Parke East Bl d. FL:33610 hate:.: 23,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE.USE..: ® fY 9 P ' •Design valid for use only with MiTek® connectors. This design is baseA,only, upon parameters shown, and is toran individual building comporienf,.rio(: . a truss system. Before use, thepuilding designer must verify the applicability of design parameters and properlyincorporate this design Into the overall; building.design. Bracing indicated is to prevent buckling of individual truss web,and/or.chord members only. Additional. temporary and permanent bracing. Ms Is always required for stability and to prevent collapse.with possible personal injury and propejty damage. For general guidance regarding the lek' fabrication, storage; delivery, erection and. bracing of trusses and truss systems; see. . ANSIITP11 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke: East Blvd: SafeInformation available from Truss Plate Institute„2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL'36610 Job Truss Truss Type Qty .. Ply 3000 CR BLK OPT LANAI T24792193 2819461 K6AT Hip Truss :: 1 1. :.: Job Reference (optional) ounuers rusiouuiue trlalit Uly,, t•L/, rlarll tiny, rL - 3300/, p 0.43u s Jun Z 4ye t Wit t eK Irluustnes, n1C.:rn JUI eo 1 U:11:00 ZUZ7 rage _1 ID:x_XMgR7vsTpljX7_7zwKvVygLdhPsNyVXMwXh819fvwnPnGApHFBI W orGQOAIOypuyvD7? .. . 46-4-12 11-0-0 11O W7 17-4-2 :24-15-6 : "a5-80 363d 1.313 0-19-103 T7 3-850: 3-7-4 -1 04 -14 .. ... .. .. .. .. .. .. .. .. ... .. .. .. .. .. S tale = 1:98.9 -' 5X8,=.. 4x6 2x4' I I.. 6 4x6 =: 5x- 2x4 ll: 5x8 = 3x6 = x6 =... 3x8 .5 6.00 12 4 5 634 357 8: -36 9 10 37 11 38 39 12 13 ST1. m , 2 o®. .. .. ®.. .: ..23:. .. .. -- .. 28 . . .27 '26 25 4x6 21 20 19, 18 17 40 41 .." =, 16 42 43 15 14, 3x6 =:: Sx6 = .: .. 46 = 5x8 - . 2x4 1I 4— = 3x6 =.:. .. 6x8 = 2x4 II . 6x8 = 3x6 I r 3x6 11 6x8 =: 6d4-12 11-10-Z1:1:-1 P-12 :: 20-10-12 .. :: 25-8-0: 27-8-0 33-1.1-13 [ : ' .. 3fi-10-6 44-9-3. :. 53-8-0 ' ' .. ' SS0-Q :' .. 6-4-12 5-Sd1 .'0- -5 :.: 6-9-4 .' .4-9w1: 2-0-0 6-3-13.' .. :.2-10.9 7-70F73 .' .. :.. 8-10-13-A-0'.: 2-2-12 Plate:Offsets (X,Y)--[4:0-6-.0,0-2-8],[7i0-3-0,0-3-0],.[9:0-2,12,0-3-0],[11:0-3-0,0-370];[12;0-4-0;0-0-1][19:0-3-0,0-1-12],[22:0-2-0,0-3-4],[24:0-2-4,0-3-.0] LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) I/defl Ud PLATES: GRIP TCLL 20.0 Plate Grip DOL:. :1.25 TC :0-.92 :: Vert(LL) 0.28:: 19 >699 240 : : MT20 244/190 TCDL 7.0 :.: LumberDOL.' .. :.1.25 BC .' 0.76.: Vert(CT) .'-0.45.16-18 >999 :180, .. :.. BCLL 0.0. Rep Stress Incr .. YES 1NB. 0.95 Horz(CT) . .O.Od : 14 n/a n/a BCDL 10.0 Code 'FBC2020/TP12014 Matrix -MS Weight: 340 lb FT 20°I°.. .. LUMBER- ' : BRACING- TOP CHORD :2x4 SP No.2 ::' : TOP CHORD' :..:Structural wood sheathing directly applied or 3-5=10 oc puriins, BOT CHORD 2x4:SP No.2 *Except* except end verticals. 14-17: 2x4 SP. No.1.. " a BOT CHORD: Rigid.ceiling directly applied cr 4-0-10 oc.bracing. WEBS 2x4 SP No.3: WEBS 1 Row at rnidpt: 11-15, 4-27 6-24- ' REACTIONS. (size) 2=0=8-0, 14=Mechanical; 27=0-5-8 Max Horz 2=367(LC 12) Max. Uplift 2=-644(LC 22), 14=-755(LC 12), 27=-1837(LC 12) .: Max Grav 2=234(LC 9), 14=1530(LC.18), 27=3605(LC 17) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250'(lb) or less except when shown., TOP CHORD; 2-3=959/1764, 3-4=-749/.1742,.45=-881/1793, 5-6=-883/:1794,:6-7= 755/350, 7-8= 2319/1205, 8-9=-2311/1204,:9-10=-2473/1260; 10-11=-2034/1034, 11-12=-341/183,. 12-13=-380/231,13-14=-1681/727. BOT CHORD 2-28=-1550/650, 27-28=-1888/959, 23-24=-429/188, 22-23=-854/1628; 18-19=-:1238/2440, 16-18=-1227/2355" 15-16=-870/1591 WEBS 3-28=-412/477, 44-28=-565/875, 10-16=-596/434, 11-16= 277/937, 11-15_ 1701/989, . :13-15— 510/1530, 4-24= 524/906,:24-27= 2546/1329, 4=27=-2292/1364, 6-24=-2204/1205, :: 6-23=-772/1844, 7-23=-1452/908; 7-22— 510/1114,:9-19=-277/262, 19-22=-1220/2389 : NOT.ES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-16;:Vult=16Orhph (3-second gust). Vasd=124mph; TCDL.=4;2psf:; BCDL=6:Opsf; h=25ft; B=45ft; L=40ft; save=7f - Cat.:.: Il; Exp:C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E):=1?4-0;to 2-8-0, inte6or(1) 2-8-0 to 11=0-0, Exterior(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 53-8-0, Extedor(2E) 53-8-0 to 54-104:zone;C-C for members and forces & MWFRS for ' reactions shown; Lumber. DOL=1.60 plate grip DOL=1:60:.: 31 .wilding Designer/ Project .enginear responsible for. verifying applied roof live load shown.covers rain loading requirements specific . to the use of this truss component. 4) Provide adequate drainage to prevent water:ponding. . : _ .. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *�fhis 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; with BCD = I O.Opsf. " " 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of, withstanding 644 lb uplift at joint 2, 755 lb uplift at,. joint 14:arid 1837 Ib uplift at joint 27.' " " Joaquin Velez PE. No.68114Z MiTek USA, litc. FL Cert 6634 .. tBlvdT as Tampa _ . D ate:.: July 23l 2021 & WARNING -Verity design. parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.: : Design valid for use onl with MiTek6 oonnectors.•This desi n is based onl , upon parameters shown, and is idr an individual building 9 .y g n i .. . 9 P P g componen(,'not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly. incorporate this design into the overall: building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing. . , M ITek' is always -nnpu,ired forstability and to prevent collapse,with possible personal injury and property damage. For general guidance regarding the - fabrication, storage; delivery, erection and bracing of trusses and truss systems-, see ANSVTPII Quality Criteria; DSB-89 and BCSI Building Component .. .. 6904 Parke:East Blvd: Safety Information: available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL "36610 Job Truss Truss Type Oty .. Ply 3000 CR SLK OPT LANAI i T24792194 2819461 VAT Half.Hip Truss 1 1. .. . Joli Reference (optional) ounuGlJ nIJtOV uI VC \ntlllt 4Ry,.rL/, rl... t —Ly, rL - 00.v/, 8.40U 5 Jun 4 ZUZ I IVII I eK InuusirleS, Inc.:rri JUl zo iu:7Z:u1 zu4i rage i - - ID:x_XMgR7vsTpIjX7_7zwKvV gLdl-pR357ZOo cXK07eVSXLzoRvnwzYx2bfSsFddPDyvD6y 1-4-Q: fi-3-6 9.0-0 14-1-8 2%1 0.12 27-8-0 34-6.0 41-6-0 48-2-1 55-0-0 -4- 6.3-6 2 T100 5-1-8 6-9-4 6-9.4 6-10-0 . 7-0-0 6-8-0 6-10-0 Scale 1:98:9.': ... ..: 7x10 = 5x6 - 7x8 = 5x6 7x6 7x8 = 3x4 11 6.00 12 4x4 4 5 6 32 :.7. .:33 8 9 34 10. '3536 11 2x4 \�. 31 3 ST1.5x8 STP = 30 1 2 21 I� .. o .. .. 21 .: :.: :: 20 .. ... 26 " 25 ' .24 P3 18 17 .16 15 14 :.:13 12 3x6 3x6 - . - 5x6:= :6xB 4x6 = 6z8 = 46. — 4x4 16 4x8 = 3x6 = Sx8 _ . 6x8 3x6 3x4 I I 9-0-0 11-10-12,14-1-8,16-1-8, 25-8-0 27-8-0 34-6-0 37-1-5 4:::-6-ll 55.0-0 9-0-0 2-10-12. 2-2-12 2-0-0 9+6-8 2.0-0 6.10.6 2-7-5 8=5.6 9-5-5 Plate Offsets ( ,Y)-- [4:0-4-9,0-3-8],[6t0-4-0,0-4-8],.[8:0-2-12,0-4-8], [9:0-4-0,0-4-81, [16:Or3-0,0-1-12][17:0-2=010-0-0],.[19:0-5-12,Edge], [22:0-5-80-3-8] LOADING (psf) SPACING- 2-0.0_ _ CSI. DEFL. in (loc) . I/deft : Ud 'PLATES: GRIP TOLL .: '20.0 Plate Grip' DOL: :1.25 TIC 0:83 .: Vert(LL) ..: 0.34:: 16 >699 240 :.: MT26 244/190 TCDL 7'.0 . :.: Lumber DOL.' .. :.1.25 BC . 0.74: -: Vert(CT) -0.43 13-15 >999 :180 BCLL 0.0. ' Rep Stress Incr :. YES WB . 0.98 Horz(CT) . 0.09 . 12 n/a n/a .. BCDL: 10.0 Code FBC2020/TPl2014 .. :: Matrix -MS Weight: 352 lb FT = 20%. . LUMBER- BRACING - TOP CHORD:: 2x6 SP No.2 *Except* TOP CHORD :.. :Structural wood sheathing directly applied or 4-0=9 oc purlins; 1-4::2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 'Except* " BOT. CHORD Rigid. ceiling directly applied or3-8-.1.1 oc.bracing.' Except: 19-22: 2x4 SP M 31,:12-14: 2x4 SP No:i 6-070 oo bracing: 22-24 WEBS 2x4 SP No.3 10-0-0 be Bracing: 17-19 WE 0 1 6 19 WEBS. 1 Row at midpt' , . 6-21, 1 - 2, 1 - REACTIONS.: (size) 12=Mechanical, 2=0-8-0, 25=0-5-8 .Max.Horz 2=338(LC 12)' Max Uplift 12=-748(LC 12), 2=-669(LC 22), 25=-1851(LC 12) Max Grav 12=1343(LC 22), 2=243(LC 9), 25=3222(LC 1) FORCES.. (lb) - Max. Comp./Max. Ten. - All.fdrees 250 (lb) or less except When shown. TOP CHORD 2-3=-1527/1776, 3-4==1657/1830, 4-5=-2048/2253, 5'-6==1104/1684, 6-7=-2205/1831, " 7=8=-2726/2419, 8-9=-2708/2389',:9-10=-2090/1852, .11-12=-158/323 BOT CHORD 2-26==1556/1104,25-26=-1637/1452; 21-22=72247/2036, 20-21=-762%862,:.. .: 19-20=-2449/2754,:16-17=-180/327,-15-16=-2441/2725, 13-15=-2354/2559; . : 12-13=-1602/1672; 5-22=-1969/1814, 7-19=-345/420 . WEBS 3-26=-382/543, 4-26--325/462, 4=25=-1872/1744, 22-25=-2987/2709, 5-21=-1604/1993; 6-2i=-2340/2308, 6-20=-1322/1671, 7-20=-952/1064,.9=15==58/256, 9-13=-698/774, 10-13, 519/829, 1.0-12=-1982/1914, 4-22=-420/459, 8-16=-341/440, .16-19=-2277/2424 NOTES- . .- .. ..: . 1) Unbalanced, roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft;'B=45ft; L=40ft; eave=4ft; Cat. .. : : Il; Exp'C; Enci.,.bCpi=O.l8; MWFRS (directional) and C-C Comer(3E) -1-4-0 to 2-8-0, Exterior(2N)'2.8-0 to 9.0-0, Corner(3R) 9-0-0 to 13-0-0, Exterior(2N) 13.0.0 to 54-10-4 zone;C-C.for members and forces & MW FRS for reactions shown; Lumber. DOL�1.60 plate dhp DOL=1.60 .. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown.co'vers rain loading requirements specific to the use of this truss component 4) Provide adequate drainage to prevent waterponding. 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 by2,0:0 wide will fit between the bottom chord and any other members. ' 7) Refer to.girder(s) for truss to truss connections... 8) Provide meehanidal connection (by'others)'of truss to bearing platd capable of withstanding 748'Ib upliffat joint 12, 669 Ib uplift:at Joaquin Velez PE.....No.6010, joint 2 and 1851; lb uplift at joint25. : MiTek USA, Inc. FL Cart 6634 East Blvd Tampa 6904Parke E m a FL 336.1.0 :.. • . Date:.: July 23,2021 WARNING -Verify desi- n. arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5 19 2 2 BEFORE E ty g p e / /in0a .. _ . Design valid for use only with Mi"fek® connectors. This design is based only upon parameters shown, and is for an individual building componen(,:not t, �' .: a truss system. Before use, the building designer must verify the applicability of design parameters and property. incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web.and/orchord members only: Additional,temporary and permanent bracing. MiTek' is always required for stability and to prevent collapse. with possible personal Injury and property damage. For general. guidance regarding the fabrication, storage; delivery, erection and. bracing of trusses and truss systems; see ANS11Tpll Quality Criteria; DSB-89.and SCSI Building Component 6904 Parke: East Blvd: Safety Informationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL '36610 Job p Truss Truss Type Qty Ply 3000 CR BLK OPT LANAI T24792195 .2819461 K8ATG :: HALF. HIP TRUSS 1 2 Joti Reference (option 1 nuimers rtrsiaource trlani t,ay, rL/, rlanl L iiy, rL - J000f, - - 1J.43U s JUP Z 2Uzl MI I eK Inaustnes, Inc.:rn Jut 23 1 U:12:Ub 1U21 Page 1 • ID:x_XMgR7vsTpljX7_7zwKvVygLdl-iDlczxRJugimVkxGhNPvyH3Ufayt_Vk2ntbgY yvD6u i1-4-0 ' 7-0-0 11-10=12 14-1-8 20-10-12 : ' 27-8.0 29.10-q '34-6-14 41-4-0 48-1-2 55-0-0 h-4-d 7-0-0 1 4-10-12 2.2-12 6-9-4 6-9-4 2-2-0 4-8-14. ;, r 6-9-2 IV-2 6-10-14 .- . Scale = 1:98.6 . ' 5= .. 3x4 x6 = 6.00 12 3x8 = 5x6 = 2x4 II 5x8 - . 5x6 a 46 = 3 433 : `� 6. :.: 34 7 8 9 . ..:.: 10 .. 11 35 .: 12 36 13 , ST1.5x8 STP m.: 12 5: 0 2 I9 .:rIaleAJ1T5e15 kA,T/-- LJ:U-J-U,U-e-UJ, Ib:U-J-U, U-J-4J, I: IU:U-4-U,U-J-UJ, II I:U-d-U,U-J-VJ; L22fD-b-tS,U-Z-1 ZJ, LZb:U-b-B;U-Z-IKJ, LZC;U-d-tI,U-J-UJ -' LOADING (psf) SPACING- 2-0-0 CSI. -DEFL. in (loc) 1/dell Ud PLATES: GRIP TCLL 20.0 Plate Grip DOL: :1.25 TC . 072 :: _ Vert(LL) 0..14:15-16 >999 :240 :: MT20 : 244/190 TCDL 7:0 .. :.: LumberDOL.' .. :.1.25 BC .' 0.54:.: Vert(CT) .'-0.26.23-24 >830 180' .. :.: BCLL 0.0. Rep Stress lncr .. NO W B . 0.59 Horz(CI`) ,0.02 . 14 n/a We . BCDL: 10.0 Code FBC2020(fP12014. :: .: Matrix -MS Weight:698lb FT=20%. LUMBER- " BRACING- TOP CHORD : 2x4 SP No.2 *Except*' :: TOP CHORD :. :Structural wood sheathing directly applied or 6-0=0 oc purlins; 1 Oil 1: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid.ceiling directly applied &670-0 oc bracing. WEBS 2x4 SP No.3 .. : . REACTIONS. All bearings Mechanical except Gt=length) 2=0-8-0, 28=0-5-8, 19=0-4-0. Max korz 2=281 L 8 : Max'Oplift All uplift 100 lb or less at joint(s) except 14=-1263(LC 5), 2=-385(LC 8), 28=-1827(LC 8), 19=-2879(LC 8)a . .. Max Grav All reactions 250 Ib or less: at joint(s):ezcept 14=2039(LC 14); 2=645(LC 13), 28=3167(LC ,13),.. 19=4783(LC 14) FORCES. (Ib) -- Max. Comp./Max. Ten.'- All forces 250 (lb) or less except when shown. TOP CHORD : 2-3=-795/316, 3-4= 675/357; 4-5==181/456, 5-6=-28O/O,.6-7=-767/873, 7-8=-1254/2157, . .: ... :. 8-9=-1497/2452, 9-10=-1497/2452, 10-11=-3022/1859, 11-12=-3022/1859, 12-13=-2867/1775; 13-14=-1899/1332 BOT CHORD 2-29=-372/684, 28-29=981/557, 24-25=-455/172, 23-24=7654/720, 22-23=-2185/1263, 18-19=-485/713, 16-18=-4851Z13,:15-16=-1775/2867 WEBS 3-29= 245/375, 4-29==1.141/2068;:4-28=-2342/1560; 25=28=71186/678, 5-25=-1438/885, : 5 24=-200/937, 6-24=-580/782, 6-23=-1805/1542, 7-23=-778/1868,.7:22=-2236/1431, 10-18=0/387, 10-16=-1578/2609, 11-16=-993/960, 12-15=-1151/11.1:0, 13-15=-1945/3142, 4-25— 650/901,,9=19=-618/517, 19-22=-2898[1769, 10-19=-3955/2405, 8-22=-460/558 NOTES- .. .. .. .. 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:. .: . Top chords connected as follows:'2x4 - 1 row at 0-9. 00 oc-: . - Bbttom chords connected as.follows: 2x4 - 1 row at 0-9-0 oc.:. Webs connected as follows: 2x4- 1 row at 0-9-0 oc. : . 2) All loads are considered equally applied to. all. plies, except if noted:as front,(F). or back (B) face in the l:OAD;CASE(S) section. Ply to: : . ply connections have been provided to distribute' only loads noted is.(F) or (B), unless otherwise indicated.: 3) Unbalanced roof live loads have been considered for this design. ::4) .Wind: ASCE 7-16; Vult=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6:Opsf; h=25ft; B=45ft; L=40ft;. eave"_7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 .: 5) Building. Designer / Project engineer responsible for verifying applied, roof live load shown'oovers.rain loading.requiremerifs specific to the use of this.truss component. :: Joaquin VelezFE. No.68182: 6) Provide adequate; drainage to prevent water ponding. MiTek USA, Inc. FL Cert 6634 7) All -plates are 3x6 MT20 unless otherwise indicated. " .... :: East Blvd. Tampa _ 6904:Parke E m a FL 336.10. S) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent.with any other live loads. ' ' . 9).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 270-0 wide Date: will fit between the:bottom chard and any other members. July 23,2021 ffitRaW or truss to truss connections. . a��. WARNING -Verify y desi n. and READ NOTES ON THIS AND INCLUDED MBEFORE' ® ty arameters g p ITEK REFERENCE PAGE rev. 5/uildin 0 : .. Design valid for use only with MiTek® connectors. This design is ba'seil only, upon parameters shown, and isfor �an individual building component,.no(: an individual component, t, not -,a truss system. Before use, the building designer must verify the applicability of design parameters and properiy.incorporate this design Into the overall building.design. Bracing indicated is to prevent buckling of individual truss web and/orchord members only: Additional temporary and permanent bracing. , is always repuired for stability and to prevent collapse_with possible personal injury and property damage. For general, guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems; see ANS//ri ll Duality Criteria, DSB-89and SCSI Building Component 6904 Parke: East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL'36610 Jab Truss Truss Type Qty :. :Ply 3000 CR 13LK OPT LANAI " r :T24792195 2819461 K8ATG :: HALF. HIP TRUSS 1 2 Job Reference (optional) ouuuers ruSl-1— rrldi iL �!Ly,:rL/, ndnr airy, rL - 0000�, a.4:7U s Jun -z eye] Nu 1 eK mausines, Inc. rn JUI zo 1 U:l Z:uo 2UZ1 rage K ID:x_XMgR7vsTpIjX7_7zwKvVygCdl-iDlcncRJuglmVkxGhNPvyH3Ufayt_Vk2ntbgY yvD6u NOTES-.. 11) Provide mechanical connection (by others).of trilss to bearing plate capable of withstanding 1263 Ib. uplift at joint 14, 385 Ib uplift at joint 2,.1827 lb uplift at joint 28 and . _2879 lb uplift at joint 19. :. _ :: 14 Girder carries hip end with 0-0=0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 13) Hanger(s) or other connection devices) shall be providedsufficient to support concentrated load(s) 802 lb down and 391 lb up at 7-0-0 on bottom chord.: The design/selection:of such connection.device(s) is the responsibility of others.:: LOAD.CASE(S) Standard, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-3=-54,3-13==120(F= 66),29-30= 20,26-29=-44(F=-24),22-25=-44(F= 24),14-21=-44(F=-24) " Concentrated'Loads (lb) Vert:. 29=-475(F) . ..:. WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5/19/2020 BEFORE.USE. ' .. . Design valid for use only witti WPM connectors. This design is based -only upon parameters shown, and is for an individual building coniponent,.not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall�•: A building.design. Bracing indicated Is to prevent buckling of individual truss web.and/or.chord members only: Addition.al.temporary and permanent bracing. Is always required for stability and to prevent collapse.with possible personal injury and property damage. For general. guidance regarding the MiTek' fabrication, storage: delivery, erection and. bracing of trusses and truss systems; see. . ANSUTPI1 Quality Criteria; DSB-89 and SCSI Building Component 6904 Parke:East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 q Tampa, FL 36610 Job Truss Truss Type qI City :Ply 3000 CR BLK OPT LANAI / .. T24792196 2819461 N2: Common Truss "..:.: 1 '1' - Job Reference (optional) . .. . . .. _ 3x4 = . ' :: ... :: x x .� . 3x4 = 8-4-9 13-11-7 2 -4-0 8-4-9:'.5-6-14 :'84-9 Plate Offsets ( ,Y)-- [2:0-0-4,Edge], [6:0-0-4,Edge],.[8:0-.370;0-370] LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) I/deft : Ud PLATES GRIP TCLL 20,0 : Plate drip DOL:.: p :1.25 TC '0:65 Vert(LL)' .-0.12:: 9-12 >999 240 MT20 a 244/190 " TCDL 7.0 Lumber DOL . :.1.25 BC . 0.63..: Vert(CT) . -026.. 9-12 >999 :180 BCLL 0.0. Rep Stress ]nor .. YES W B . 0.30 Horz(CT) 0.04 6 n/a n/a :.BCDL: 10.0 Code :FBC2020/T'PI2014 . Matrix -MS Weight: 104 lb FT = 20% BRi4CING- . .. ... .. TOP CHORD:: 2x4 SP No.2 TOP CHORD .. .Structural wood sheathing directly applied or 4-6=15 oC purlins. BOT CHORD 2x4:SP No.2 BOT CHORD ' .:'Rigid ceiling directly.applied or:5-7-2 oc bracing.: . WEBS 2x4 SP No.3 " REACTIONS. (size) 2=07870,.6=0-8-0 Max Horz 2=-257(LC 10) ....: .. . Max Uplift 2=-579(LC 1I 6=-.79(LC 12) Max.Grav 2=898(LC 1), 6=898(LC.1) .FORCES. RCES. (lb) - Max. Comp:/Max: Ten. - All forces 250 (lb) or.less except when shown. TOP CHORD 2-3=-1408/1344; 3-.4=-1209/1213, 4-5=-1,209/1213, 5-6=-1408/1344. BOT CHORD.: ;2-9_ 1024/1284, S-9=469/826,,6-8=-1003/1229 WEBS '' 4-8=-396/480, 5-8=-380)566, 4-9==395/480, 3-9=-380/566 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wirid: ASCE 7-16;,Vu1t=16Omph'(3-second gust), Vasd=124mph; TCDL=4,2psf; BCDL=6:0psf h=25ft; B=45ft; L=40ft; eave=4ft; Cat.. . 11; Exp:C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Comer(3E)'=1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to,11-2-0, Comer(3R)' 11-2-0 to 15-2-0; Exterior(2N) 15-2-0 to 23-8-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for. members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 8) Building Designer/ Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific ..... to the use of this truss cortlp6heint. 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 alive 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 579 Ib uplift at joint.2 and 579 lb:uplift at jdlnt6. .. . .. . . MITek USA, Inc. FL Cer€6634 .... .. as tBlvdTampa Date:,.: .. ... .::. July 23,2021 .... .: & WARNING -Verify design.parametets and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.: : __ Design valid for use only with MiTekO connectors. This design is based cnfy, 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; AdditionalTemporary and permanent bracing. , MiTek' - is always required for stability and to prevent collapsawith possible personal injury and property damage. For general. guidance regarding the .. . fabrication, storage; delivery, erection and bracing of trusses and truss systems; see. . ANSI/TPII Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke: East Blvd, Safety Information. available from Truss Plate Institute,.2670 Crain Highway, Suite 203.Waidorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type Qty .. : P.ly 3000 CR BLK OPTI:ANAI r r T24792197 2819461 NGE: Common Truss 1 .: Job Reference (optional) buiiaers rlrsTJOurce (flan L;ily,.rL), .: manl GIly, rL - 33bb/, ts.4Ju s Jun z zyzl mi I eK mausirieS, Inc..rri JUI z3 l u:lz:l u zuzl rage _i " ID:x_XMgR7vsT.pIjX7_7zwKvVygLdl-2A6VOeVRiNf2bVgEUw?4fLnOubnKfuknx9lbDByvD6p -,1.0 11-2-0 22-4 0 .. 23-8 0 ,11.2-0 11-2.0 .. .. Scale 4x4 = .. 8 7 g .. 6.00 12 :. B 10 . 11 Sx4' 12 3x4 4'..:.: 3 26: 25 w 2 M 14 C? - .. .. I-T o .. 1 15 d 4xB I I 24 23 22 21 20 19 18 17 16 4x8. I I 3x4 = 3x4 = . 5x6 = 2P_q_0 .. 22-4-0 . Plate Offsets (X,Y)-- [2:0-378,Edgel, [2:0-2-8,Edge],.[14:07378,Edge], [14:0-2-8,Edge]; [20;0-3-0;0-3-0]' . ....: LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) I/deft Ud PLATES: GRIP TOLL 20.0 Plate Grip: DOL 1.25 TIC .: 0.56 . Veh(LL)'-0.02.. 15 n/r 120. .:p MT20 244/190 TCDL 7:0 . Lumber DOL.: .. . 1.25 BC . 0.08 .: Vert(CT) .-0.03.: 15 n/r :120' .. BCLL 0.0..* Rep Stress Incr .. YES WB. 0.10 Horz(CT). 0.01 . 14 n/a n/a BCDL: 10.0 Code FBC2020/TP12014.. :: ..:: Matrix-S .. ...... Weight: 121 lb FT = 20%. .. LUMBER- BRACING - TOP CHORD:: 2x4 SP No.2 "" - TOP CHORD' _ .. :Structural wood sheathing directly applied or 6-0-0 oa purlins. BOT CHORD 2x4.SP No.2 P BOT CHORD - .: -Rigid ceiling directly.applied or10-0-0 oc bracing. . OTHERS 2x4 SP No.3 REACTIONS. All bearings 22-4-0. (lb) - .Max:Horz 2= 257(LC 10) : Maz Uplift All uplift 106 lb or less at joint(s) 24,16 except 2=294(LC 12), 14=-294(LC 12); 21==115(LC 12), 22=-112(LC 12), 23=-132(LC 12), 19=-115(LC 12),.18=-112(LC 12), 17==132(LC 12)' Max Grav All.reactions 2501 b or less atjoint(s) 20, 21, 22, 23, 24,.19; 18, 17,16 except 2=253(LC 1), .: . 14=253(LC 1) FORCES. (lb) -: Max. Camp./Max. Ten. - AlHorces:250 (lb) or less except when shown. TOP CHORD 6-7= 95/283, 7-8=-120/381, 8-9=-120/381, 9-10=-85/283' BOT CHORD:.2-24=-68/251,23-24=-68/251,22-23=-68/251,21-22- 68/251, 20-21=-68/251, . .. :: 19-20=-68/251, 18-19=-68/251, 17-18=; 68/25.1., 16-17=-68/251, 14-16=-68/251: NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7=16;-VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -2-0-0 to 27070, Exterior(2N) 2-0-0 to 11-2-0, Comer(3R) 11-2-0 to 15-2-0, Exferior(2N) 15-2-0 to 24-4-0 zone;:canfileverleft and right exposed ;:end vertical left and right exposed;C•C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1;60: 3) Truss:designed for wind loads in the. plane.of the truss only. For studs exposed to wind (normal. to the:face)i see Standard Industry.:. Gable End Details as applicable, or consult qualified building designer as per,ANSI/TPI 1. 4) Building Designer/ Project engineer responsible for verifying applied roof liveload shown covers rain Ioading:requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated.: a. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 cc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 9) "This truss has been designed for a live load of 20.Opsf on the bottom 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.: :.. = : " 10). Lumber designated with a "P". is pressure -treated with preservatives. Plate lateral resistance values have been:reduced 20% where used,in this lumber. Platesshould be.protected from corrosion per the recommendation of the treatment company. Borate or other . . suitable treatment may be used if it;does not corrode the plates. If ACQ: CBA, or CA-B treated Ibmb& is used, improved corrosion: Joaquin Velez PE.No 69182: protection is required, and G185 galvanized. plates maybe used with this design. Incising factors have not:been considered for this MiTek USA, Inc. FL Cert 6634 design. Building designer to verify suitability of this product for.its intended use. ' 6904:Parke East Blvd. Tampa FL 33610 : 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding :t00 lb uplift at joints) 24­, 16 except Date: = (jt=lb) 2=294, 14=294; 21=1'15:.22=112, 23=132, 19=115, 18=112, 17=132. . . . July WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE..: _Design valid for use only with MiTekrs? connectors. This design Is based only, upon parameters shown, and isfor en individual building component, not : a truss system. Before use, the building designer must verify the applicability of design parameters and propedy.incorporate this design into the overall: • building design. Bracing indicated is io prevent buckling of individual truss web and/orchord members -only; Additionattemporary and pennane.nt.bracing, p� T is always required forstabiliryand to prevent collapse,with possible personal injury and properly damage. For general. guidance regarding the IVI� lPik� fabrication, storage,. delivery, erection and, bracing of trusses and truss systems; see. ANSI/TPII Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke: East Blvd. Safety Information: available from Truss Plate Institute, 2670 Crain Highway, Suite 203.Waidart, MD 20601 Tampa, FL '36610 - Job .. Truss Truss Type Qty .. Ply 3000 CR BLK OPT LANAI r 1 T24792198 2819461 PG1 : GABLE 1 1. :.. Job Reference (optional) tsunaers rirstaource Iriarn uty,:rLj, riant uny, rL - 5000/, 0AJU 5 JUH Z ZUZ 1 Bill 1 UK 111Uu5u1U5, mU. rH Jul za 1 U: 14; 10 LUL 1 !-dye 1 I D:x_XMgR7.vsTpljX7_7zwKvVygLdi;TlndegXK?I]'dSzYp92YnHzO? IooTsFdDd7XFgW yvD6m - 21 0 0 .. 23-4-0 2-4.0 . 18-8.0 Scale 6.00 FIT 3x4 =' _ . 5x6 — 3 4 5 j$ 6 1g ., 7 8 9 3x4 = .. 2 10 # m' o A , .o 3x4_=_: 17 16 15 1,4,; 13 _ 12 3x4 3x4 p. 23-4-0 23.4-0 - - - - -- Plate Offsets (X,Y)--[3:0-2-0,0-2-81,[0-3-0,0-3-01.[9:0-2-0;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;16 :: _ Vert(LL) 0.00:: 10 n/r • it20 : : MT20 244/190:: TCDL 7'.0 :.: LumberDOL.1.25 BC .' 0.11:.: Vert(CT) .' 0.00.: 10 n/r 120' BCLL 0.0 .' Rep Stress Incr .. YES WB. om : Horz(CT) . 0.00 . 10 n/a n/a :.BCDL: 10.0 Code .FBC2020/TPI2014 Matrix-S Weight: 70 lb FT = 20% ... . . .. LUMBER- BRACING- TOP CHORD:: 2x4 SP No.2 TOP CHORD :. .Structural wood sheathing directly applied or 6-0=0.oc purlins. BOT CHORD 2x4:SP No.2 BOT CHORD ' .:'Rigid ceiling directly.applied or: 10-0-0 oc bracing.. .OTHERS' 2X4 SP No.3 REACTIONS. All bearings 2.1-4-6: (lb) -:. Max. Horz 2=-41(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 10=-103(LC 12), 15=-169(LC 9),' 16==188(LC 8), 17=-139(LC 8), 13=_188(LC 9), 12=-140(LC 9), 2=-103(LC 12) Max Grav All. reactions 250 lb or less at joint(s) 10, 2 except 15=292(LC.1), 16=306(LC 22), 17=267(LC 21), :. 13=306(LC 21), 12=267(LC:22) .. :. FORCES. (lb) - Max. Comp./Max. Ten. = All forces:250 (lb) or less except When shown. ' WEBS 6-15=-213/283, 5-16==224/296, 7-13=-224/297 NOTES-.. .. ... .. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16;.VuIt=160rnph'(3-second gust). Vasd=124mpli; TCDL=4,2psf; BCDL=6:Opsf h=25ft;.B=45ft; L=40ft; Lave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Corner(3) 0=4-11 to 2-4-0, Exterior(2E).2-4-0 to 22-11-5 zone; cantilever, left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber. DOL=1:60 plate grip DOL=1.60 .. " 9) Truss designed for wind loads in the plane of the truss only. For studs exposed to:wind (normal to the face), see: Standard Industry Gable End Details as applicable,. or consult qualified building:designer as per ANSI/TPI 1: 4) Building Designer/ Project engineer responsible for verifying applied roof.live Load Shown covers rain loading:requirements specific .. . . to the use of this•truss component. 5) Provide adequate drainage to prevent water ponding. 6) All: plates are 2x4 MT20 unless otherwise indicated.: 7) .G'able requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc: 9) This truss has: been designed for a 10.0 psf bottom chord live load nohconcurrent with any other live loads, 10) ` This'truss has'tiBen designed fora live load bf 20.Opsf on the bottom chord a in all areas where rectangle 3-6-0 tall by 2-0-0 wide' Vyill fit between the bottom chord and any other members. : 11).P.rovide mechanical connection: (by others) of truss to be'aring:plate capable of withstanding.103 lb uplift at joint 10; 169.Ib uplift at joint 15, 188 lb uplift at joint'16, 139 Ib uplift at joint 1.7; 188 lb uplift at joint 13, 140 Ib uplift at:joint 12 and 103 Iti uplift at joint 2. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer:.: : . :: Joaquin Velez PE. No.08182MiTek USA, Inc. FL Cert(1634 tBldTamp East Blvd. 6.O :Panea FL 33610: Date: e:. : July 23,2021 .:.: WARNING -Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE..' _ Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building c0mponenf,,n0t �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall . .: building.design. Bracing indicated is to prevent buckling of individual truss web.and/or.chord members only: Additional temporary and permanent bracing. - M . MOW is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the IPrk• - - fabrication, storage; delivery, erection and bracing of trusses and truss systems, see. . ANSI/TPII Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke: East Blvd, Safety Information. available from Truss Plate Institute,.2670 Crain Highway, Suite 203.Waldorf, MD 20601 Tampa, FL 36610 Job . Truss .. . . Truss Type Qty Ply 3000 CR BLK OPT LANAI r r T24792199 2819461 PG2D :: Piggyback Truss 1 1. Job Reference (optional) duuaers mrstsource trlant klly,: rL/, ream ctry, I-L - JJ0b/, b•43V S JUfI L ZVZ I ivu i eK inuusuies, nw. rn Jui co i �: i c. i o c�c i raye i I D:x—XMgR7vsTpliX7_7zwKvVygLdl-P8vO3LZaXvHLhGiBHTbFMOU HOcSkKBOW 5ROM uPyvD6k 4-4-0 19 0-0 23-4-0 .4-4.0 14-8-0 4-4-0 S —1 " cale — :39:6 . .3x4 — 2x4 11 2x4 ll; 2x4 11 3x4' T 6.00. 12 . 3.... '.:'4 ".. 14 5 15 6 2 q u 1 2IT N. N 89 o I' N 3x4 = 13 12.: 1.1 10 3x4 = 2x4 2x4 11 : 3x4 2x4 11 2340 23-4-0 Plate Offsets (X Y)-- [3:0-2-0 0-2-8] [7:0-2-0 0-2-8] LOADING (psf) SPACING- 2-0-0. _ CSI. DEFL. in (loc) I/dell : Ud PLATES: GRIP 20.0 Plate Grip DOL:.: 1.25 TC 0.38 Vert LL TCLL ( )- ; : 0.01 9 n/r 120 MT20 244/190: TCDL 7.0 .. Lumber DOL.:' :.1.25 BC . 0.25 .: Vert(CT) - 0.01.: 9 n/r 120 BCLL 0.0..' Rep Stress Incr .. YES WB. 0.13 Horz(CT) 0.00 . 8 n/a n/a .. :.BCDL; 10.0 Uccle FBC2020/TP12014 .. :: .. :: Matrix-S Weight: 74 lb - FT = 20 % . LUMBER- BRACING - TOP CHORD: 2x4 SP No.2 TOP CHORD' : _ _Structural wood she directly applied or 6-O-Q,oc purlins: BOT CHORD 2x4:SP No.2 BOT CHORD Rigid ceiling directly, applied or.10-0-0 oc bracing.. ' OTHERS 2x4 SP No.3 REACTIONS. All bearing's 21=4-6; :. (lb) - Max Horz 2=-82(LC' 10) .. . . Max Uplift All uplift 100lb or less at joint(s) except 2=-155(LC 12), 12=-270(LC 8), 13=-211(LC 12), 10=-211(LC 12), 8=-155(LC 12) Max Orav All.reactions 250 lb or Jess. at joint(s) 2; 8 except 12=463(LC.21); 13=427(LC 21), 16=427(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. . WEBS 5-12=-342/452, 4-13==304/365, 6-10=-304/866 NOTES-. 1) Unbalanced roof live loads have been considered for this:design. .. ... .. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; B:CDL-6;Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp.C;. Encl., GCpi=0.18; MW FRS (directional) and C-C Corher(3) 0-4-1.1 to 4-4-0, Exterior(2E) 4-4-0 to 22-11-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for:reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for, verifying applied roof live load shown covers rain loading' requirements specific to the use of this truss:component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord.bearing; 6) This truss has been designed for a 10.0 psf bottom chord live load rioneoncurrent with any other live loads. 7) ' This truss has:been designed for alive load of 20.0psf on the bottom chord in: all areas where a: rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom.chord and any other members- 8) .Flrovide mechanical connection:(by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 2; 270 Ib.uplift at joint 12, 211 lb uplift at joint 13: 211 lb uplift at joint 10 and 155 lb uplift at joint 8. 9) See Standard: Industry Piggyback Truss Connection Detail for Connection to. base truss as applicable,; be consult qualified building designer..' .. :.: . ...... W. • Joaquin Velez PE, o..162 M]Tek US A, Inc. FL Ceft6634 6904:Patkb East Blvd Tampa Date:. y 23,2021 - N INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:: e WARNING Verify design and READ NOTES ON THIS ANDC ' with MiTekers Design valid for use only with MiTek® connectors. This design is based only, upon parameters shown, and is fdr an individual building comporient,.nof : 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 brac.. �A T IVI) ling. eak' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general. guidance regarding the fabrication, storage; delivery, erection and. bracing of trusses and truss systems; see . ANS11TPlr Quality Criteria; DSB-89 and SCSI Building Component 6904 Parke:East Blvd. SafetyInformation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 .. Tampa, FL '36610 - Job Truss Truss Type Qty .. Ply 3000 CR BLK OPT LANAI t I T24792200 2819461 PG3: Piggyback Truss 1 1. ..: job Reference (optional) 23-4.0 23-4-0 Plate:Offsets ,Y -- [4:0-2-0,0-2-8],[6:0-2-0,0-2-8]- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] : L/d 'PLATES' GRIP TCLL .: '20.0 : Plate Gri DOL - . 1 25 P TC ..:0:34 : . Vert LL 0.01.: 9 n/r ( ) 120 .: MT20 244/190' . TCDL 7.6. Lumber DOL . 1.25 BC . 0.25:.: Vert(CT) 0.01 9 n/r 120 BCLL 0.0..* Rep Stresslncr YES WB. 0.13 Horz(CT). 0.00. 8 n/a n/a :.BCDL: 10.0 .Code :FBC2020/TPI2014 Matrix-S Weight: 78 lb FT = 20% . . . LUMBER- " BRACING - TOP CHORD:: 2x4 SP No.2 TOP CHORD :.. :Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORRD 2x4 SP No.2 M. BOT CHORD .: Rigid ceiling directly applied or:10-0-0 oc bracing.. OTHERS- 2x4 SP No-3 . REACTIONS. All bearings 21=446; (lb) -:.Max Horz 2- 123(LC 10) Max Uplift All uplift 100 lb or less at joints) except 2='-129(LC'12), 12=-262(LC 9), 13=: 244(LC 12), 10=-244(LC'12),8=-129(LC 12) Max Grav All, reactions 250 lb or less at joint(s) 2; 8 except 12=460(LC.22); 13=423(LC 17), 10=410(LC .18) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. WEBS 5, 12=-340/436, 3-13=294/403, 7-10= 281/405 NOTES- .. 1) ,Unbalanced roof live loads:have been considered for this:design. 2) Wind: ASCE 7-16; V61t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6;0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. . II; Exp Q. Encl., GCpi=0.18; MW FRS (directional) and C-C Corner(3). 0-4-1.1 to 4-4-11, Exterior(2E) 4-4-1.1 to 22-11-5 ione; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces: & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1'.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown.covers rain loading requirements specific to the use of this truss:component. 4) Provide adequate drainage to.preyent water ponding. 5) Gable requires continuous bottom chord. bearing; 6) This truss has been designed for a 10.0 psf bottom chord live load lionconcurrent with any other live loads. 7) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom -chord and any other members:.: 8) .Pfovicle mechanical connection:(by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 2; 262 lb uplift at joint 12, 244 lb uplift at joint :13, 244 lb uplift at joint 10 and,129 lb uplift at joint B. 9) See Standard: Industry Piggyback Truss Connection Detail for Connection to. base truss as applicable, or: consult qualified building designer. Joaquin Vale; PE. No.66162: MtTek USA, Inc: FL Cert 6634 East vTampa 66D4;ParkeE t Blvd. FL:3361.0;_, .. .. " , Date:.: July 23,2021 WARNING -Verify desi n. arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:: 9 P�• Design valid for use only with MITek®connectors. This design is based only upon parameters shown, and is4or an individual building component, not. : a truss system. Before use, the.building designer must verify the applicability of design parameters and propedy.incorporate this design into the overall: building design. Bracing indicated is to prevent buckling of individual truss web and/or,members only: Additional temporary and permanent bracing. _ Michord T - eke is always required for stability and to prevent collapse.with possible personal injury and Property damage. For general, guidance regarding the : ....: . fabrication, storage; delivery, erection and bracing of trusses and truss systems; see . ANSYM11 Quality Criteria; DSB-89 and SCSI Building Component 6904 Parke: East Blvd. Saletylnformation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 : - Job Truss Truss Type Oty , . Ply 3000 CR BILK OPT LANAI c t 1 T24792201 2819461 PG4: Piggyback Truss 1 1. Job Reference (optional) puncierS f-Irst.S'ource (Plant Glty,; 17L), : vlam City, rL - 3356/, - 6.4J11 S J11n Z zU21 MI I eK Inausiries, Inc..rn Jul z3 i U:lz:zi zUzi rage 7 ' ID:x_XMgR7vsTpljX7_7zwKvVygLdl-2SdwaSi6iboe76dV_o3rw_MeSXV8aXHrlw?JiyvD6Y , 8-4-0..' , 15 0-0 , 23-4-0 B-4-O' 6-8-0 8-4-0 Scale -1:39.6. 3x4 = 2x4 11 3x4 = -. 4. 14 5.. 15 B 6:00 t 2 2x4 .I i .. 2x4 11 3.. .7 Ci 0 �.. . 1 2 m Io I� ,.'.: 3x4 =. 13 :. 12 :11 10 :.: 3x4: 2x4. al: 2x4 II 3x4 = 2x4 11 23-4-0 23-4-0 Plate Offsets (X Y)-- [4:0-2-0 0-2-8] [6:0-2-0 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . I/dell Ud ' PLATES : GRIP TCLL 20.0 : Plate Grip DOL 1.25 TC 030 • : Vert(LL) 0.01:: 9 n/r 1.20 MT20 244/190. TCDL 7.0 : Lumber DOL.: .1.25 BC . 0.26::: Vert(CT) . 0.01.. 9 n/r :120 BCLL 0.0.. Rep Stress Incr .. YES W B 0.12 HOrz(CT) . 0.01 8 n/a n/a BCDL: 10.0 :Code :FBC2020/TPI2014 - Matrix-S .. ' : ' :.. :: Weight: 81 lb FT = 20%. - LUMBER- . .. BRACING - TOP CHORD:. 2x4 SP No.2 TOP CHORD' : :Structural wood sheathing directly applied or 6-0=0. oc purlins: BOT CHORD 2X4:SP No.2 BOT CHORD ".:'Rigid ceiling directly.applied or. 10-0-0 oc bracing. . OTHERS 2x4 SP No.3 " REACTIONS. All bearings 21-4=6; (lb) ,Max:Hori 2=164(LC 1.1) Max Uplift All uplift 100 lb.or less 'at joint(s) except 2==170(LC'12), 12=-152(LC 9), 13=-256(LC:12), 10=-256(LC'12), 8— 176(LC 12) Max Grav'' All. reactions 250 lb or less at'joint(s) except 2=263(LC 1), 12=355(LC 1), 13=438(LC 17);'10=435(LC 18), 8=263(LC 1) FORCES. '(lb) _ Max. Comp./Max. Ten. = All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-262/136, 3-4=-255/318, 4-5= 181/310, 5-6=-181/310, 6-7=-255/318, 7-8=-253/130 WEBS 5: 12=-237/296, 3-13=410/416; 7.10=-307/416 ps NOTES- 1) Unbalanced. roof live loads have been considered for this design. 2) Wind::ASCE7-16;: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=O.18; MWFRS (directional) and C-C Comer(3) 0-4-11:to 4-4-11, Exterior(2E) 4-4-11 to 22-11-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the, use of this trussboMponent. 4) Provide adequate drainage to prevent water ponding. 5) Gable7requires continuous bottom chord bearing: .6) This truss has been designed for a 10.0 psf bottom chord:live load nonconcurrent.with any other live loads. .: ' 7) `This truss has been:designed for a live load of 20.6psf on the bottom chord in all: areas where a rectangle 3-6-0 tall by 2-0-0 wide will:fit between the bottom chord and any other members... 8) Providemechanical connection (by others) of truss to bearing plate capable of. Withstanding 170 lb.uplift at joint 2, 152 lb uplift at • . joint 12, 256 Ib uplift at joint 13, 256 Ib uplift at.joint 10 and 170 Ib upliftat joint 8. 9 See Standard Indust Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult ualified building .) Industry . 99Yb PP qualified 9 . . . designer. .. Joaquin Velez PE. No.66982 MI ek USA, Inc. FL Cart 6634 so 6904 Parke . t Ta mpa ap Date, .: ...... July 23,2021 : .... .:. _ WARNING -Verify design parameterss and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.:: __ Design valid for use only witli 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 overal building.design. Bracing indicated is to prevent buckling of individual truss web and/orchord members only: Additional, temporary and permanent bracing. - is always required for stability and to prevent collapse,with possible personal injury and property damage. For generat guidance regarding the fabrication, storage; delivery, erection and. bracing of trusses and truss systems; see. . ANSUTP/1 Duality Criteria, DS6-89 and BCSI Building Component 6904 Parke:East Blvd: Saletylnlormation; available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty .. Ply 3000 CR BLK OPT LANAI I T24792202 2819461 PG5: Piggyback Truss 1 1. Job Reference (optional) qudaers rustbource trlant uny,a-Lj, rtant L;ny, t-u - ji3b6(, t1.4aU s uun z zumi I eK Inaustnes, tnc. r1n uul zo u:lz:za n zurage i n ID:x_XMgR7vsTpljX7_7zwKvVygLdIT?qlh?BkMEC2MNQnu5PrXxL3iJFE?cU6aJcP50byvD6W 7-6-8 15-9-8 23-4-0 , 7-6-8 8-3-0 7-6-8 Scale—1:39:6 . 3x4 = _ 2x4 11 d. 3x4.= .. 4 .. .: 14 5 .. : . 15 6 6.00 F12 2x4 LI 2x4 11Li .. m 2 89 u 1 IT o. 3x4 = 13 12 11 10 3x4 = 2x4' .I : 2x4 11 3x4 = :2x4: l l " 23-4-0 23.4-0 Plate Offsets (X Y)-- [4:0-270 0-2-8] [&0-2-0 0-2-8] 7 7" LOADING (psf) . SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES: GRIP TCLL 20.0.: Plate Grip DOL: 1.25 TC • 0.29 :: Vert(LL). 9.01.: 9 n/r :120 _ : _ : MT20 244/190:: TCDL i 7.0 .. :.: Lumber DOL . 1.25 BC . - 0.25.: Vert(CT) 0.01.. 9 n/r :i20: .. BCLL 0.0..' Rep Stress Incr YES WB . 0.12 HOrz(CT) . 0.01 8 n/a n/a BCDL: 10.0 :Code :FBC2020fTP12014 .' .. Matrix-S Weight: 80 lb FT = 20%, LUMBER- -BRACING- . TOP CHORD: 2x4 SP No.2 TOP CHORD' : :Structural wood sheathing directly applied or 6-0-0.oc purlins. BOT CHORD 2x4:SP No.2 BOT CHORD :.Rigid ceiling directly.applied or 10-0-0 oc bracing. ' OTHERS 2x4 SP No.3 . REACTIONS. All bearing's 21=4=6; (lb) .. Max:Horz 2=-148(LC 10) . - Max Uplift All uplift 100 lb or less "at joint(s) except 2=-161(LC 12), 12=-198(LC 9), 13=-241(LC 12), 1 0=-241 (LC -12), 8=-1 61 (LC 12) Max Grav All.reactions 260 lb or less at'joint(s) except 2=250(LC 21); 12=398(LC 21), 13=419(LC 17), :. 10=4:15(LC 18), 8=250(LC 22) . . FORCES.;'(Ib) -' Max. Comp./Max. Ten. = All:forces 250 (lb) or less except when shown. TOP CHORD . 3-4=-223/278, 4-5= 156/252, 5-6=' 156/252, 6-7=-223/278 WEBS :.5=12=-279/358, 3-13=-291/397; 7-.10=-286/397 NOTES- 1) Unbalanced, roof live loads Have been considered for this design. 2) Wind: ASCE 7-16;:VuIt=160mph (3=second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft 8=45ft; L=40ft; eave=4ft; Cat.:' II; Exp:C; EncI.1.GCpi=0.18; MWFRS (directional) and C-C Comer(3) 0-4-11 to 4-4-11, Exterior(2E) 4-4-11 to 22-11-5 zone; cantilever left and right exposed ; end vertical left and. right exposed;C-C for members and forces & MWFRS for.reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) .Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. - 4) Provide adequate: drainage to prevent water ponding. 5) Gable'requires.continuous bottom chord bearing: 6) This truss has been designed for. a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) '`.this truss has been:designed for alive load of 20.Opsf on.the.bottom chord in all. areas where a rectangle 3-6-0 tall by 2-0-0 wide will :fit between the bottom chord and any other members. " ... ' 8) Provide .rilechanigal connection (by others) of miss to bearing plate capable of withstanding 161 lb. uplift at.joint 2, 198 lb uplift at. . joint 12, 241 lb -uplift at joint 13, 241 lb uplift atjolnt 10 and 161 lb uplift at joint 8. 9) See Standard. Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. .. .... . Joaquin Velez PE. No.8314Z MiTek USA, Inc. FL Geri 6634 9D4:Parke E m a East Blvd Tampa .. Date: .. WARNING -Verify designparameters and READ "NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE..: " Design valid for use only with MiTek® connectors. This design is based only: upon parameters shown, and is'for an Individual building component, not `• - a truss system. Before use, the building designer must vedfythe applicability of design parameters and property incorporate this design into the overall; building.design. Bracing indicated is to prevent buckling of Individual truss web.and/or.chord members only: Additional. temporary and permanent bracing, MiTek is always required for stability and to prevent collapse. with possible personal injury and property damage. For general. guidance regarding the .. .. ' fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria; DSB49 and BCS/ Building Component 6904 Parke: East Blvd. Safety Information: available from Truss Plate Institute,.2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL'36610 mbo s Y Numbering System General :Safety Notes :.PLATE LOCATION=AND ORIENTATION':.: y 3/ ': � Center plate -on joint unless x, dimensions s s t Failure to Follow C Property: 6-a ,8. Cause . y:.: d'm sions hown in.ft-in- ix eenths Drawin s notto scale) .. 4. .offsets are indicated. ( s ) Damage or.Personal ,Injury, ; Dimensions are in ft=in-sixteenths: . Apply plates'to both sides of truss diagonal �or x Additional-stability ng is always required,mSee BCSI.: and fully embed teeth:' " 1 3 2 2 .. TOP CHORDS Truss bracing must:be designed byan engineer. For "' �'y16t•r ci-z cza- de truss brcing, individual later .br ces s arequire acing, oalternativeTor I m " WEBS bracing should ere a 3 - 3 4 3. Never exceed the design loading shown and never ' Cc m _ O stack materials on inadequately braced trusses. U h . .. d 4 Provide copies of this truss: design to the building O. o- n H-' O P = For 4 x 2 orientation, locate csa I other: to parties. c�=e cs s al designer, isor, property owner a ,.. BOTTOM CHORDS ... plates 0'- / ' from outside 5. Cut members to bear tightly against each other. edge pf truss. 8 7 6 5 - B- Place plates on each face of truss at each joint and embed fully: Knots and wane at joint.: . This symbol indicates the: . JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSInPl 1. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO required directionof slots in " q 7. Design assumes trusses will be suitablyprotected from • . , connector plates. THE LEFT. the environment in accord' With ANSI/'rP .; CHORDS AND. WEBS ARE -IDENTIFIED BY END JOINT 8, :Unless otherwise noted,. moisture content of lumber Plate location details available in MiTek 20/20 - ::. NUMBERS/LETTERS. . . . shall not exceed 19% at_time of fabrication. software or upon request. 9: Unless expressly noted, this design is tiot applicable for ' V fire ref preservative at lumber PRODUCT. CODE APPRO APPROVALS :'PLATE use with retardant; five treated, or green ' PLATE SIZE ... ICC-ES Reports: a 10. Camber is a non:structural consideration and is the ' Thefirst dimension is the plate responsibility of truss fabricator: General practice is to width measured perpendicu lar ESR4311ESR-1352, ESR1988 : .cam eror dead old deflecti on. X4 to slots.. Second dimension Is ER73907, ESR72362, ESR71397, ESR-3282 late type.P size orientation, and location dimensions „the length: parallel to slots. indicated are minimum plating requirements. 12. Lumber used shall be otthe species and size, and LATERAL BRACING LOCATION in all respects, "equal to: or better than that . . :. 'specs ie :' : - Trusses are designed for wind loads in the lane of the: .. Indicated by symbol shown and/or g P 13. Top'chords must be sheathed or:purlins provided of by:text in the bracing section of.the truss UnIeSS Othely111Se:ShOWn.: : spacing indicated:on design. Output. Use T or I bracing 14. Bottom'chords require lateral bracing at 10 ft. spacing, if indicated. Lumber- design values are in accordance with ANSI/TPI 1 or less; if no ceiling.is installed, unless otherwise noted. ..... section 6.3 These truss. designs rely, on .lumber values BEARING established by others. onneo t shown responsibility other 15'. Connect! are the es onsibility of s:' . :. .. D t t It t : � � � ono cut r alter truss member prior: 16 _ o embe or plate without r' r Indicates location where bearings approval of an engineer: (supports) occur. Icons:vary but. ' .. ©2012 MiTek@ All Rights Reserved reaction section indicates joint: 17. Install and load vertically unless indicated otherwise. number where bearings occur:: 9 18. Use of green or treated lumber may pose unacceptable Mir) size shown is for crushing only. environmental, health or performance risks. Consult with project engineer before use. Industry Standards:. Review all ports design (fro and pictures) before use.: viewing p lone .. ANSITFPII: National Design Specification focMetal s is not�suffidient. s o this n,back, wor s Plate Connected Wood Truss Construction. .. . Revie in pictures DS13-f39: Design Standard for Bracing:- . a 20..Design assumes manufacture. in accordance.with BCSI: Building Component Safety Information, _ I� NSI Quality Criteria. Guide to Good Practice, for. Handling,. - . 2 A lrPl 1 Q feria 1.The des n does not take into account an dynamic: Installing &. Bracing of Metal Plate :: or other loads other than those expressly state Connected Wood Trusses.:: :MiTek Engineering Reference Sheet:; MlIL7473 rev,. 5/19/2020