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HomeMy WebLinkAboutTruss• I HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT � FABRICATION AGREEMENT L..:...t Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! -��`' TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED MI Sf 30' ! Tag line --- REI Truss must be so Truss is an examp Insist crane op, All IC beam at ind Unless note designed requirements. Design requil The size of these familiar with and t The builder and E in wood roof truss the job si DON'T LIF WITH SPANS 30' BY T CONSI AN sir to u zjpan Spreal der Bar ' ---APprox 2t3 to 1/2 & Span. SEAT PLATES BY CHAMBERS TRUSS �M1 f Hatch Legend MBRG WALL @ 8' NOTES: *ALL BEAMS BY OTHERS. *ALL CEILINGS ARE FLAT. SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 8' 12 END DETAIL: TYPICAL 51— 4-01 _ - -- '-. q 2-00-00 40-04-00 8-00-00 12-04-00 20-00-00 r :Q Q Q '1() In N rn In li AA J1 0 o O , O J3A J3 47 05 0 GRP 0 9 o " P. MfiV1� J7A _.. J1 1MHV a i _._. IMV& r � � J7A 3 J38 � rt 1 � ; .. .", MV4 ` 'J A J5 I a J7 lMV2 a � � o 3 {d 'ga o o o J7 J7 7-00-00 t J7 ry I $ o o ---.- . 2-01-04 ,1 a B 2-00 00 12-01-04 ; 2-00-00 J7 J7 7-00-OD O1 e o o � J7 J7 O I � IA IN STYLE IC TAU E� J7 J7 a t R J5 J5 e ¢ 31 k J a I e } h e J3 . J3 t l I $ J1 n 10-04-00 30-00-00 40-04-00 he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for etermining successful fabrication of the trusses. nae Nor s veiED 2. All dimensions in this layout have been verified by the undersigned. F 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the SEE STANDARD w indersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss ENGINEERING. o z hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. o o Her 10 days of delivery remedy will be according to Florida statute 558, -- _ 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has i he sole authorityto determine the suitability of the job site or a portion of the job site for delivery. ty 1 P 1 eryChambers Truss will e responsible for dump deliveryoneY� The buyer is responsible for additional delivery expenses if Chambers Truss has o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is esponsible to Chambers Truss for towing costs due to site conditions. ZZ 6. Price as shown in paragraph 7 below is subject to change If any changes are made in this layout A $50 per hour { �r Be for revisions may be charged by Chambers Truss �1�- �'—L. - 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or If no agreement a reasonable price. nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of - elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss 24" O.C. THRU easonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be 24 CORNER JACKS „ �, try .. dded for all sums not aid within terms. ONLY <-- p 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees CORNER DETAIL ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the _._------- — ndersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the IIi lOVERH NGS NOT SHOWN FOR CLARITY eciplent. _-_-________ 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to ---_--_--- ---- - --- -- Brain, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For onstruction Using Metal Plate Connected Wood Trusses ANSIITPIMTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. A spreader bar may be required per "BCSI" to prevent injury & damage. .aCais. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander venue Fort Pierce, Florida 34982.6423 800.551-5932 Fort Pierce 772-465.2012 Fax 772.465.8711 Vero Beach 772-569-2012 Stuart 772.286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM REVISE AND RESUBMI,. SUBMITTAL WAS REVIEWED FOR DESIGN CON' J. <GENERAL CONFORMANCE TO CONTRACT CC. ONLY. THE CONTRACTOR IS RESPONS11 CONFIRMING AND CORRELATING DIMENSIONS) - X M n m 3 X VIEWED FOR :. COMPLIANT" !b,T. LUCIE COUff BOCC DES AH6 Architectonic Inc.1 Fort Piarca FI 340,7,n LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6.1 DESIGN CRITERIA County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live -10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category It: Non Restrictive Exposure Category B> Urban/ suburban and wooded areas! others... Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing '.. Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75938 SCALE: 1 /4" = 1 r-0rr 76 total trusses, 26 unique designs Designer: BLW Reviewed by: _ Date: 04/16/19 FOR Anthony Fedynik DESCRIPTION: FEDYNIK Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75938 umber design values are in accordan vith ANSI/TPI 1 section 6.3 .,hese truss designs rely on lumber va,u,.J established by others. MiTek' RE: 057462 - FEDYNIK Site Information: Customer Info: ANTHONY FEDYNIK Lot/Block: Address: UNKNOWN City: ST LUCIE COUNTY MAY 15 r019 ST. Lucie County, Permitting Project Name: FEDYNIK Model: Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record,'.If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 26 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify.that I am the Truss Design En ' conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engin Ru g;� -c No. I Seal# I Truss Name I Date No. Seal# Truss Name Date 1 IT167932641A 4/16/19 118 1 T1 67932811 KJ5 4116/19 2 I T16793265 I Al 14/18/19 119 I T167932821 KJ5A 4/16/19 13 I T16793266 I A3 14/16/19 120. . I T16793283 I KJ7 14/16/19 14 I T16793267.1 ATA 14/16/19 121 I T1 6793284 I MHV8 14/16/19 1 15 I T16793268 I ATE, 14/16/19 122 I T16793285 I MHV10 14/16/19 16 I T16793269 1 B 14/16/19 123 I T1 6793286 I MV2 14/16/19 1 17 I T16793270 1 GRA 14/16/19 124 I T1 6793287 I MV4 14/16/19 1 18 1 T16793271 I GRB 14/16/19 125 I T16793288 1 MV6 14/16/19 19 I T16793272 I GRP 14/16/19 126 I T16793289 1 P 14/16/19 1 110 I T16793273 I J1 14/16/19 I I I REVIEWED FOR 1 1- CODE COMPLIANCE 1 ST. LUCIE COUNTY Ill I T16793274 I J 1 A 14/16/19 112 I Tl Q793275 I J3 14/16/19 113 I T16793276 I J3A 14/16/19 114 I T16793277 I J5 14/16/19, 115. IT16793278 IJ5A 14/16/19 116 I T16793279 I J7 14/16/19 117 IT16793280IJ7A 14/16/19 BOCC The truss drawing(s) referenced above have been prepared by MiTek USA, Inc.. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these.truss.component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based.upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only,.and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs forany particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. F�wODUW ��J���❑ p0mQQ� go W Z LL0 co Z u)U_Z W OvapWOw� Q F- H W Z�cnZt= = �o��Q°o� 4� o U �n v W in w a 'w ¢ p�X?waYF-. LL pj O `❑' ❑m EUg�OUU zU 2 F aimF10 t �OWU—XZ Qu 8-tW W'ZUQZQZQ ® w Z W. p > ¢ °o QJF..�Jfn.Z 0 a > a W �W}u.�D: mZ �)ZMOU-)0 � < cn❑ DwZ000:o � W000u.n.c)u. > m `` 1 111111j".9 % 1 N •E N SF� 182 : TATE OF �441 O R t O�,_���� ONXV oaquin Vele PE No.6810 iTek USA, I c. FL Cert 6634. 6 4 Parke ast 1310. Tampa FL 33610 Da April 16,2019 Velez, Joaquin 1. of 1 Job Truss Tn_,71T�;?e , Qty -. Ply FFnvrulK r T16793264 Q57462 A Hih 1 1 Job Reference (optional) cnamoers I russ, Inc., Ton Tierce, rL 200 7-84 2.0-0 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 b.Z4U S UeC 6 ZU1 d M11 ex mausines, Inc. 1 ue Hpr 76 U/:Z`J:U1 zul u rage i ID:yl4Vg2gG8_vF3xHRfMxMB2zgf7v-meY67dj GmQD_i_wgwBteDR2cWA2PmYPOAjsfEzQCtg 11-0-0 15-0-0 18-3-12 1 26-0-0 28-0-0 , 3-3-12 4-0-0 3-3-12 7-8-4 2-0-0 Scale = 1:49.2 l 44 = 44 = 4 21 .. 5 Iv: 0 2x3 I I 3x6 = 3x4 = 2x3 11 3x4 = 3x4 = 7-8-4 11-0-0 15-0-0 18-3-12 26.0-0 7-8-4 3.3-12 4.0-0 3-3-12 7-8-4 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.11 9-10 >999 360 MT20'. 244/190 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.20 9-19 >999 240-. Rep Stress Incir ' YES W B 0.26 Horz(CT) 0.05 7 n/a n/a Code FBC2017/TP12014 Matrix -MS Wind(LL). 0.08 10 5999 240 Weight: 122lb FT=20% LUMBER- BRACING - TOP CHORD 2x4.SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling. directly applied or 8-2-5 oc bracing. WEBS 2x4-SP No.3 REACTIONS. (lb/size) 2=1673/0-8-0, 7=1073/0-8-0 Max Harz 2=120(LC 11) Max Uplift 2= 382(LC 12), 7=-382(LC 12) FORCES: (lb) - Max. Comp./Max. Ten.:- All forces 250 (lb) or less except when shown. TOP. CHORD 2-3=71875/973, 3-4=-1453/837, 4-5==1301/795, 5-6=-1453/837, 6-7=-1875/973 BOT CHORD 2-13= 750/1688, 11-13=-750/1688, 10-11=-519/1309, 9-10=-777/1669, 7-9=-777/1669 . WEBS 3-13=-7/269, 3-11=-585/362, 4-11=-176/421, 5-10=-176/421, 6-10=-585/362;. 6-9=-7/269 .... NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. I[; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7713 to 11-0-0, Exterior(2). 11-0-0, to:19-2-1.5, Interior(1) 19-2-15 to'28-0-11 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1;60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-04all by 2-b-0 wide will fit between the bottom chord and any.othermembers, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at:Ioint(s) except Ot=lb) 2=382, 7=382. Joaquin Velez PE No.68182: MiTek USA, Inc. FL Cart 6634 6904;Parke East Blvd. Tampa FL 33610 Date:' April-16,2019 - Q WARNING, Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 10103)2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a:tfuss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to. buckling of Individual truss web and/or chord members only.. Additional temporary and permanent bracing /� MiTek* prevent . Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the, " fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSU711 Dually Criteria, OSB-69 and SCSI Building Componont 6904 Parke East Blvd.. . Safety Informationovoiloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314, - Tampa, FL 33610 Job Truss Tnss Tvne Qty Ply FFnvNIK T16793265 Q57462 A1 Hii 1 1 Job Heterence o tional GnamDers I russ, Inc., tort tierce, tL , -.. 8.24U S uec .6 2U78 MI l eK lndustnes, Inc. I ue Apr 16 07:29:08 2019 F'age 1 I D:y14vg2gG8_VF3xH RfMxMB2zgf7v-Eg6ULzjuXj LrJ8Z60ei6BQ_9kwW Y8ELZdgSPBhzQCtf -2-0-0 - 5-8-12 9-0-0 17-0-0 20-3-4 26-0-0 28-0.0 2-0-0 5-8-12 3-3-4 8-0-0 3-3-4 5-8-12 1 2-0-0 Scale = 1:49.2 4x8 = .. .. 4 .1920 5. ' v I�1 01 8 o. ... 3x5 = .. 3x8 = 3x6. = 3x4 = _ 3x5 = 9-0-0 17-0-0 26-0.0 :900 800 90.0 Plate Offsets (X,Y)-- 1`2:0-0.6,Edgel, (5:0-5-4,0-2-01, (7:0-0-6,Edpel LOADING (psf) SPACING- 2-0-0:.-. .. CSI. DEFL. in (loc) .I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL; 1.25 TC 0:54. Vert(LL) -0.13 9-17 >909 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.28 9-17 >999 240 BCLL 0.0 Rep Stress Incr : YES WB 0.16 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.08 9711 ' >999 240 Weight: 121 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD; Structural wood sheathing directly applied or 4-872 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-10-7 oc bracing. WEBS .. 2x4 SP No.3 WEBS 1 Row at midpt 5-11 REACTIONS. (lb/size) 2=1073/0-8-0, 7=1073/0-8-0 Max Harz 2=-102(LC :10) Max Uplift 2= 382(LC 12), 7=-382(LC 12) FORCES. (Ib) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1914/1654, 3-4=-1679/929, 4-5=-1533/908, 5-6=-1679/929, 6.7=-1913/1054 BOT CHORD 2-11=-844/1735: 9-11=-671/1533, 7-9=871/1735 WEBS 3-11=-262/245, 4-11=-65/410, 5-9=-91/410, 6-9=-263/244 NOTES_ ... . 1) Unbalanced roof live loads have been considered for this design. 2) .Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)72-0-11 to 0.7-13, Interior(1) 0-7-13 to 9-0-0; Exteri6r(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 17-0-0, Exterior(2) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 28-0-11-zone;C-C for members and forces& MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent Water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any.othermembers. 6) Provide mechanical connection (by'others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=382, 7=382... Joaquin Velez PE No.66182 MiTek USA, Inc. FL:Cert.6634 • 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only uponparameters shown, and is for an individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall • building design. Bracing indicated is to. prevent buckling of individual truss web and/or chord members only.. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent, collapse with possible personal Injury and property damage. For general guidance regarding the : fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPIi Quality Cdtoda, DSB-89 and BCSI BuOdlnp Componont 6904 Parke East Blvd. Safety Infounationavallable from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Tense T.pe . Qty . Ply FCnvngK T16793266 Q57462 A3 Hi 1 Job Reference (optional) Gnambers i russ, Inc., _ hort Fierce, 1-l- tf.zqu s uec o zui tf mn n eK mausmes, Inc. i ue rlpr r o ur:ze:us zu r e rage r ID:yl4vg2gG8_vF3xHRfMxMB2zgf7v-iOgsYJkW I1 TixH81xLELkeW NdKrktfpirUCyk7zQCte 2-0-0 7-8.4 11-0-0 15-0-0 18-3-12 26.0-0 2-0.0 7-8-4 3-3-12 4-0-0 3.3-12 7-8-4 Scale=1:47.0 44 = 44 = 4 20 5 v 7 )a 6 2x3 11 3x6 = 3x4 = 2x3 11 3x4 = 3x4 = 3x4 = 11-0-0. 15-0-0 3-3-12 4.0-0 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc), Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.11 8-9 >999 360 MT20 24.4/190 TCDL 7.0 Lumber DOL 1.25 BC0.45 Vert(CT) -0.22 8-15 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(CT) 0.05 7 n/a n/a .BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.11 8-15 >999 240 Weight: 118Ib FT=20 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied. or 7-8-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=958/0-8-0, 2=1077/0-8-0 Max Harz 2=118(LC 11) Max Uplift 7=-280(LC 12), 2=-386(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1886/1004; 3-4=-1466/868, 4-5= 1312/829, 5-6=-1468/880, 6-7=-1897/996 BOT CHORD 2-12=-848/1680, 10-12=-848/1680, 9-10=-595/1312, 8-9=-833/1706; 7-8=-833/1706 WEBS . 3-12=-2/269, 3-10=-584/355, 4-1 0=-1 85/423, 5-9=-207/432, 6-9=-620/385, 6-8=-19/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-11 to 0-7-13, Interior(1) 0-7713 to 11-0-0, Exterior(2). 11-0-0 to 19-2-15, Interior(1) 19-2-15 to 26-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent.with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 270-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=280, 2=386. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904,Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Q 'WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. IW03/2015 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 verity the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to buckling of Individual truss web and/or chord members only., Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Ci forla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Tn«c Tvge Qty Ply FFnvmlK T16793267 . Chambers Truss, Inc., Fort Pierce, FL 8.240 s.Dec 6 2018 MiTek Industries, Inc. Tue Apr 16 07:29:10 2019 Page 1. I D:yI4vg2gG8_vF3xH RfMxMB2zgf7v-AD EEmfl83LbZZRj VV3laGr3avjB?c7fr48xW GZzQCtd 2-0.0 6-9-14 13-0-0 19.2-2 26-0-0 28-0-0 2-0.0 6-9-14 6-2-2 6-2-2 6-9.14 2.0-0 Scale:- 1/4"=1' .. 4x4 - . ... 5.00 F12 :. o. 3x4 = ' 3x6 = 3x4 = 3x4 = 3x4 8-10-10 17 1 6 , _26 0 0 8-10-10 8-2-13 8-10-10 � Plate Offsets (X Y)-- :[2:070-10,Edgel, [8:0-0-10,Edgel LOADING (psf) SPACING- 2-0-0- CSI. DEFL. in. (lac) I/defl Ud :.PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.14 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.26 10-18 >999 240- " BCLL 0.0 .* Rep Stress Incr YES WB. "0.23 Horz(CT) 0.05 8 n/a n/a - BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.07 16-12 >999 240 Weight:117lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5=1-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-8-2 oc bracing. " WEBS2x4 SP.No.3 REACTIONS. (lb/size) 2=1073/0-8-0, 8=1073/0-8-0 Max Horz 2=138(LC 11) Max Uplift 2=-382(LC 12), 8=-382(LC 12) FORCES. (lb) -Max.. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1895/888, 4-5=-1688/830, 5-6=-1688/830, 6-8=-1895/888 BOT CHORD 2-12=-876/1714, 10-12=-371/1135, 8-10=-713/1714 WEBS 5-10=-256/633, 6-10==378/311, 5-12= 256/631, 4-12= 378/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3:Opsf; h=1511; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7,13 to 13-0-0, Exterior(2) 13-0-0 to 16-0-0, Interior(1) 16-0-0'to 28-0-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1:60. plate grip DOL=1.60 3) This truss has been designed for at 10.0 psf bottom chord live load noncoincurrent 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, wirii BCDL = 10.Opsf. 5) Provide mechanical connection '(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=382, 8=382... 6) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. .. .. Joaquin Velez PE No.68182, MiTek USA, Inc-. FL Cert 6634 6904'Parke East Blvd. Tampa FL 33610 Date: April 16,2019 'WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 101031215 0BEFORE USE. Design valid for use only with MITek(5? connectors. fits design Is based only upon parameters shown, -and Isfor an Individual building component notwt a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to. prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M�Tek�. is always required for stability and To prevent collapse with possible personal Injury and property damage. For general guidance regarding the, . � . . fabrication; storage, delivery, erection and bracing of trusses and truss systems, see/WSVWII Quality Criteria, DSB-69 and BCSI Ill Component 6904 Parke East Blvd: Safety Informationovailoble from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ' ' Tampa, FL 33610 " WEBS2x4 SP.No.3 REACTIONS. (lb/size) 2=1073/0-8-0, 8=1073/0-8-0 Max Horz 2=138(LC 11) Max Uplift 2=-382(LC 12), 8=-382(LC 12) FORCES. (lb) -Max.. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1895/888, 4-5=-1688/830, 5-6=-1688/830, 6-8=-1895/888 BOT CHORD 2-12=-876/1714, 10-12=-371/1135, 8-10=-713/1714 WEBS 5-10=-256/633, 6-10==378/311, 5-12= 256/631, 4-12= 378/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3:Opsf; h=1511; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7,13 to 13-0-0, Exterior(2) 13-0-0 to 16-0-0, Interior(1) 16-0-0'to 28-0-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1:60. plate grip DOL=1.60 3) This truss has been designed for at 10.0 psf bottom chord live load noncoincurrent 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, wirii BCDL = 10.Opsf. 5) Provide mechanical connection '(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=382, 8=382... 6) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. .. .. Joaquin Velez PE No.68182, MiTek USA, Inc-. FL Cert 6634 6904'Parke East Blvd. Tampa FL 33610 Date: April 16,2019 'WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 101031215 0BEFORE USE. Design valid for use only with MITek(5? connectors. fits design Is based only upon parameters shown, -and Isfor an Individual building component notwt a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to. prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M�Tek�. is always required for stability and To prevent collapse with possible personal Injury and property damage. For general guidance regarding the, . � . . fabrication; storage, delivery, erection and bracing of trusses and truss systems, see/WSVWII Quality Criteria, DSB-69 and BCSI Ill Component 6904 Parke East Blvd: Safety Informationovailoble from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ' ' Tampa, FL 33610 Job Truss TnLgc Tvoe - - Qty Ply FFpYNIK T16793268 Q57462 ATB Al 4 1 Jot .Reterence (optional) L,namoers I russ, Inc., ron coerce, rL 0.Z41.1 s uec 0 eU 10 MI ILK mausines, Inc. I ue MPF 10 Ul meVs I U eU IV roue 1 ID:yl4vg2gG8_vF3xHRfMxMB2zgf7V-ADEEmfl83LbZZRjVV3laGr3ZWjAuc7Qr48xW GZzQCtd -2-0-0 6-9-14 13-0-0 19-2-2 26-0-0 � 6-9-14 6-2-2 6-2-2 6-9.14 Scale = 1:45.4 4x4 — 5.00 12 5 . 3x4 = - 3x4 = 3xti = 3x4 8-10-10 26-0-0 LOADING (psf) SPACING- 2-0-0 . CSI. DEFL. in (Ioc) . .I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.27 Vert(LL) -0.13 8-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.27 8-13 >999 240 BCLL - 0.0 ' Rep Stress Incr. YES WB 0.25 Horz(CT) 0.05 7 n/a n/a .BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.10 '8-13 >999 240 Weight: 114lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=958/0-8-0, 2=1077/0-8-0 Max Harz 2=136(LC 11) Max Uplift 7=-280(LC 12), 2=-386(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 1905/918, 4-5=-1699/860, 5-6==1718/893, 6-7=-1928/951 BOT CHORD 2-10=-774/1723, 8-10=-434/1146, 7-8=-786/1749 WEBS 5-8=-273/65516-8=-393/320, 5-10=-249/630, 4-10=-378/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; B=45ft; L=26ft; eave=4ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2r0-11 to 0-7-13; Interior(1) 0-7-13 to 13-0-0, Exterior(2) 13-0-0 to 16-0-0; Interior(1) 16-0-0 to 26-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1_.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6=0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=280, 2=386... 6) ATTIC SPACE SHOWN IS DESIGNED AS ,UNINHABITABLE. Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cert-6634 6904'Parke East Blvd. Tampa FL 33610 Date: April 16,2019 © WARNING - Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1WOV2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ' a truss system, Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design. Into the overall building design. Bracing Indicated is to, buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUiPII Qua] BByy Criteria, DSB.89 and BCSI Building Component' . Tampa, FIL 33610 Safety Infonnatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. . Job Truss Tr-,-- Tt'pe City Ply F=nyngK T16793269 Q57462 B-' Hi 1 1 Job.Reference (optional) chambers I russ, Inc., Fort Pierce, rL 6.24u S.UeC 6 2u16 MI I eK InaUStnes, Inc. I ue Apr 16 uf:29:11 2ul9 rage 1 ID:yl4vg2gp8_vF3xHRfMxMB2zgf7v-ePncz?mmgejQAblh3mGpp3cff7W 4LSF?Joh3o?zQCtc -2-0-0 5-8-12 9.0-0 17-6.0 25-0-0 26-0-0, 2-0-0 5-8-12 3-3-4 8-6-0 7-6.0 1-0-0 Scale = 1:47.3 3x4 11 4x6 = 4x8 = 3x6 = 4 16 17 5 18 19 6 7 3x5 = 3x8 = ' 3x6 = 2x3 11 6x8 = 17-6.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip' DOL, 1.25 TC 0.63 Vert(LL) -0.12 11-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.27 11-14 >999 240 BCLL 0.0 ' Rep Stress Incr . YES WB. 0.72 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.09 '9-11 >999 240 Weight: 129lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc puriins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-1-7 oc bracing. WEBS 1 Row at midpt 5-11, 5-8 REACTIONS. kw/size) 2=1072/0-8-0, 8=952/0-4-0 Max Harz 2=171(LC 12) Max Uplift 2=-376(LC 12), 8=-287(LC 12) 'FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1916/1035, 3-4— 1676/902, 4-5=-1529/879 BOT CHORD 2-11 =-1 068/1737, 9-11=-843/1547, 8-9=-843/1547 WEBS 3-11=-269/259, 4-11=-92/414, 5-9=0/352, 5-8=-1631/880 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) r2-0-11 to 0-7-13; Interior(1) 0-7-13 to 9-0-0; Exteri6r(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 25-0-0, Exterior(2) 25-0-0 to 25-10-4 zone;C-C for members and forces & MWFRS for reactions shown;.Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any.other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=37618=287. Joaquin VeleYPE No.68182 MiTek USA, Ind. FL Cert 6634 6904'Parke East Blvd. Tampa FL 33610 Date: April 16,2019 O WARNING - Veriry design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors, This design Is based only upon parameters shown, and Is for an individual bullding 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 bullding design. Bracing indicated is to. prevent buckling of Individual truss web and/or chord members only,. Additjonal temporary and permanent bracing IVIiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. Forgeneral guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeAN5VrPI1 GualBy Criteria, OSB-69 and Ill Building Component 6904 Parke East Blvd. . Safety Infonnatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Trly�cwge oty Ply FFnvNIK � T16793270 Q57462 GRA ar 1 1 Job Reference (optional) chambers -I russ, Inc., Fort Fierce, FL 6.24U s Uec 6 2u1 u MI I eK Industries, Inc. I ue Apr 16 ui:29:1 z zul9 rage 1 I D:yl4vg2gG 8_vF3xH RfMxM B2zgf7v-6bL_BLm PbyrH olttdUn2LG8 gTXuT4_3 BYSQdKSza Ctb 2-0.0 3-9-14 7-0.0 11-0-9 14-11-7 19-0-022-2-2 26-0-0 28-0-0 2-0-0 3-9-14 3-2-2 4-0-9 3.10-13 4-0-9 3-2-2 3-9-14 2-0-0 Scale = 1:49.2 5x8 5.00 R-2 3. 18 2x3 11 3x4 = 5x8 = 4 19 5 20. 6 3x10 = - 3x4 I 6x8 - 3x4 = 3x4 II 3x10 = 3x10 = 19-0-0 4-0-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) .I/dell Lid TCLL 20.0, Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.22 10-11 >999 360 TCDL 7.0 Lumber DOL 1.25 BC - 0.38 Vert(CT) -0.40 10-11 >777 240 BCLL 0.0 Rep Stress [nor NO WB .0.43 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.22 16-11 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORE BOT CHORD 2x6 SP 240OF 2.0E BOT CHORE WEBS 2x4 SP.No.3 REACTIONS. (lb/size) 2=1998/0-8-0, 7=1998/0-8-0 Max Harz 2= 83(LC 23) Max Uplift 2=-810(LC 8), 7=-810(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces250 (lb) or less except when shown. TOP CHORD 2-3=-4368/1659; 3-4= 4814/1818, 4-5=4814/1818, 5-6=-4839/1830, 6-7=-4364/1657 BOT CHORD 2-13=-1411/21M, 11-13=-1422/4005, 10-1.1— 1676/4839, 9-10— 1420/4001, 7-9=-1409/3968 WEBS 3-13=-234/688, 3-11=-315/1090, 4-11=-451/240, 5-10=-462/231, 6-10=-330/1126, 6-9=-226/675 PLATES GRIP MT20 244/190 Weight:.142 lb FT = 20% Structural wood sheathing directly applied or 3=0-3 oc purlins. Rigid ceiling directly applied or 8-1-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind`. ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph-, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=810, 7=810. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 175 lb up at - 7-0-0, 110 lb down and 104 lb up at 9-0-12, 110 lb down and 104 lb up at 11-0-12, 110 lb down and 104 lb up at 13-0-0, 110 lb down and 104 lb up at .14-1.1-4,. and 110 lb down and 104 lb up at 16-11-4, and 182.Ib down and 175 lb up at 19-0-0 on top chord, and 400 lb down and 275 lb up at 7-0-0, 80 lb down at 9-0-12, 80 lb down at 11-0-12, 80 lb down at 13-0-0, 80 lb down at 14-11-4 , and 80 lb down at 16-11-4, and 400 lb down and 275 lb up at 18-11-4 on bottom chord. The desigri/selection of such connection device(s) is the responsibility of other's. .8) In the LOAD CASE(S) section, loads applied to the face'of the truss are noted as front f) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-8=-54, 2-7=-20 m m ja 0 Joaquin Velez PE No.66192 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610. Date: April 16,2019 A WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MO-7473 rev. 10/0.WOIS BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is.for an Individual building component, not a.truss system. Before use; the building designer Wust verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated isto, Eiuckiing of Individual truss and/or chord members only., Additional temporary and permanent bracing MITdk' prevent web . 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. seeANSVS'II Quality Cdtedo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Tn�cc rvge CityPly FF�YNIK - I T16793270 Q57462 GRA Hi ar 1 1 Job Fleference (optional) ' Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Tue Apr 16 07:29:13 2019 Page 2, ID:yl4vg2gG8_vF3xHRfMxMB2zgf7v-aovNOhn1 MGz8QvR3ABIHuUh?DxEipRJlm6AAtuzQCta LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-110(F) 6=-110(F) 13=-400(F) 11=-57(F) 4=-110(F) 5=-110(F) 10=-57(F) 9=-400(F) 18=-110(F) 19=-110(F) 20=-110(F) 21=-57(F) 22=-57(F) 23=-57(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MRek® 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 MI 1 T� 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, seeANSVIPII Qualify Criteria, DSB49 and SCSI Building Component' 6904 Parke East Blvd. Safety Infomratlonovaliable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Try Tape Qty . Ply F­^vhilK T16793271 Q57462 GRB Hi -- Girder Job Reference (optional) unambers I russ, Inc., cart coerce, rL b.z4u s uec b 41.11 is Mr r eK mausmes, inc. r ue ripr it) unza: r 4 zu i a raye r ID:yl4vg2gG8_vF3xHRfMxMB2zgf7v-3_TlbOof7Z5?23OGkupW RhEAQLRUYgaR?mvjPKzQCtZ -2-0-0 3-9-14 7-0.0 11-9-14 16-6-0 21-2-2 26-0-0 r 2-0-0 3-9-14 3-2-2 4-9-14 '4-8-2 4.8-2 4-9-14 Scale = 1:47.1 5x8 = 3x4 = 2x3 11 3x6 = 05 5x8 = 3 17 18 4 19 " 20. 5 21 6 22 7 23 24 8 4x6 = 3x4 11 . 5x6 3x4 = 4x10 = 5x8 = 3x8 11 11-9-14 3-9-14 LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc), Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.21 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.39 11-12 >783 240 BCLL 0.0 Rep Stress Incr.. NO WB 0.68 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.21 11-12 >999 240 Weight: 154lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, BOT CHORD 2x6 SP No.2 *Except* except end verticals. 2-13: 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 5-10-7 oc bracing. WEBS 2x4 SP No.3 `Except 8-9: 2x6 SP No.2, 8-10: 2x4 SP M 30 REACTIONS. (lb/size) 9=2091/0-4=0, 2=1943/0-8-0 Max Horz 2=154(LC 8) Max Uplift 9=-653(LC 8), 2=-746(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4226/1492, 3-4=-4717/1601, 4-5=-4325/1404, 5-7=-4325/1404, 7-8= 2794/885, 8-9=-1958/673 BOT CHORD 2-14=-1411/3842, 12-14=-1422/3875, 11-12=-1601/4717, 10-11=-885/2794 WEBS 3-14=-219/695, 3-12=-215/981, 4-12=-301/172, 4-11=-461/237, 5-11=-487/263, 7-11 =-610/1798,7-10=-1479/611, 8-10=-1015/3210 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60-plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=65312=746. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and"175 lb up at 7-0-0, 110 lb down and 104 lb up at 9-0-12, 110 lb down and .104 lb up at 11-0-12, 110 lb down and 104 lb up at 13-0-12, 110 lb down and 104 Ib.up at 15-0-12, 110 lb down and 104 lb up at 1770-12, 111 lb down and 104 lb up at 19-0-12, 111 lb down and 104 - lb up at 21-0-12; and 111 lb down and 104 lb up at 23-0-12, and 117 lb down and 102 lb up at 25-0-12 on top chord, and 400 lb down and 275 lb up, at 7-0-0, 80 Ito down at 9-0-12, 80 lb. down at 11-0-12, 80 lb down at 13-0-12, 80 lb down,at 15-0-12, 80 lb • down at 17-0-12, 80 lb down at 19-0-12, 80 lb down at '21-0-12, and 80 lb down at 23-0-12, and 86 lb down at 25-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Joaquin Velez PE No.68182 LOAD CASE(S) S Standard MiTek USA, Inc. FL Cart 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6804 Parke East Blvd. Tampa FL 33610 Uniform Loads (plf) Date: Vert: 1-3= 54, 3-8=-54, 2-9=-20 April 16,2019 Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII.7473 rev. 10/1=015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek'. prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Parke East Blvd. 6904 Park fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Criteria, DSB-89 and BCSI Building Component Tampa, 336t 0 Safety Infonnallorwvailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Tn��t�+pe City Ply FFnYNIK � T16793271 Q57462 GRB Hi;'IGirder Job Reference (optional) ' Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Tue Apr 16 07:29:14 2019 Page 2 I D:yl4vg2gG8_vF3xH RfMxMB2zgf7v-3_TlbOof7Z5?230GkupW RhEAQLRUYgaR?mvj PKzQCtZ LOAD CASE(S) Standard Concentrated Loads'(Ib) Vert: 3=-110(B) 14=-400(B) 7=-110(B) 10- 57(B) 17=-110(B) 18=-110(B) 19=-110(B) 20=-110(B) 21=-110(B) 22=-110(B) 23=-110(B) 24=-117(B) 25=-57(B) 26=-57(B) 27= 57(B) 28=-57(B) 29= 5-7(B) 30=-57(B) 3157(B) 32=-60(B) ;WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev. 1010312015 BEFORE USE. ., Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into The overall building design. Bracing Indicated is to. buckling of Individual Truss web and/or chord members only.. Additional temporary and permanent bracing Mi prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Ciftedo, DSB-69 and SCSI Buldtng Component IT Bks 6904 Parke East Blvd. Safety Infonnatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Trr cc Tvpe Qty Ply ff: „ T16793272 Q57462 GRP H,, DER 1 1 Job Reference (optional) GnamDers i russ, inc., t-on rierce, rL u.z4u s.uec , b zul t1 mi r eK mausines, Inc. r ue ripr I b ui:zea n zUl a rage[ I D:yI4vg2gp8_vF3xHRfMxMB2zgf7v-X_A17pMpHutDsfCbSlcKlzvmQ_6ky8HKAbEQfHxnzQCtY 2-0-0 5-0-0 7-10.9 11-7-0 15-4-0 20.4-0 22-4-0 2-0-0 5-0-0 2-10.0 3-9-0 3-9-0 5-0.0 2-0-0 Scale = 1:40.0 4x6 = 2x3 I I 3x4 = s.00 F1_2_ 3 20 21224 23 24 255 2627 o of 4x6 = 28 6' u� N I7 a " 3x4 = 2x3 II 3x10 = 3x6 = 3x4 = 2x3 II 3x4 = 5-0.0 7-10-0 11-7-0 15-4-0 _ _ 20.4-0 5-0-.0 2-10-0 3-9-0 3-9-0 5-0.0 Plate Offsets (X Y)-- [3:0-544 0-2-0] [6:0-5-4 0-2-0] LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (lob) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL.. 1.25 -TC 0.22 Vert(LL) 0.04 9-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.04 9-19 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 95 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD;' Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=325/6-4-0, 12=1512/0-4-0, 7=671/0-8-0 Max Harz 2= 63(LC 6) Max Uplift 2=-125(LC 8), 12=-834(LC 8), 7= 511(LC 8) Max Grav 2=339(LC 29), 12=1512(LC 1), 7=672(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-275/508, 4-5=-275/508, 5-6= 607/529, 6-7— 984/728 BOT CHORD 2-13=0/256, 12-13=0/269, 10-12=-430/607, 9-10— 623/878, 7-9=-610/866 WEBS 3-13=0/257, 3-12=-706/227, 4712=-319/181, 5-12=-12781900, 5-10=-245/385, 6-10=-312/222, 6-9=-181/296 - NOTES- 1) Unbalanced roof live loads have been considered for this design. . 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 376-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Gt=lb) 2=125, 12=834,, 7=511. - 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 207 lb down and 175 lb up at 5-0-0, 82 lb down and 71 lb up at 7-0-12, 53 lb down and 81 lb up at 9-0-12, 53 Ib down and 81 lb up at 10-2-0, 53 lb down and 81 Ito up at 11-3-4, and 53 lb down and 81 lb up at 13-3-4, and 161 lb down and 201 lb up at .15-4-0 on top chord, and 152 lb down at 5-0-0; 49 lb down at 7-0-12, 46 lb down and 37 lb up at 9-0-12146 lb down and 37 lb up at 10-2-0, 46 lb down and 37 lb up at 11-3-4, and 46 Ib down and 37 Ib up at 13-3-4, and 97 Ib down and.86 lb up at 15-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. .8) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD. CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 Uniform Loads (plo MiTek USA, Inc. FL Cert.6634 Vert: 1-3=-54, 3-6=-54, 6-8=-54; 14-17=-20 6904,Parke East Blvd. Tampa FL 33610 Date: April 16,2019 0 WARNING -Verity design parameters and READ NOTES ON, THIS AND INCLUDED MITEK REFERANCE PAGE 114II-7473 rev. 1010312015 BEFORE USE, Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual Truss web and/or chord members only., Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSUiPII Quality Cdtoda, DSB49 and SCSI Bu9ding Component Safety Infonnatlonavalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. NOW. 6904 Parke East Blvd: Tampa, FL 33610 Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Tue Apr 16 07:29:15 2019 Page 2 I D:yl4vg2gG8_vF3xHRfMxMB2zgf7v-XA17pMpHutDsfCbSlcKlzvmQ6ky8HKAbEQfHxnzQCtY LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-114(B) 6=-114(B) 11 =-33(B) 13=-62(B) 9=-62(B) 21=-53(B) 23=-53(B) 24=-53(B) 25=-53(B) 27=-53(B) 29=-33(B) 30=-33(B) 31=-33(B) 32=-33(B) Job Truss Tr����T��pe Qty ' .. Ply F�^�"11K ' T16793272 Q57462 GRP HI'� DER 1 1 r Job Reference (optional) & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek6 connectors. This design is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to, buckling of Individual Truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent . Is always required for stability and to prevent. collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infounationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Try ­ T-pe City ' Ply OYNIK T16793273 Q57462 J1 J1, _IPEN 8 1 ' , Job Reference (optional) Chambers I russ, Inc., Fort Fierce, t-L t3.z4u s uec 6 zu1 a MI I eK mausines, Inc. - I ue Apr 7 o urea: 1 o zu 1 a rage I I D:yl4vg2gG8_vF3xHRfMxMB2zgf7V=?MbVOjgvfBLjHMAesJs_W 6JUz8Jh0umkS4OgTDzQCtX -2-0-0 , 1-0-0 2-0-0 1-0-0 r—� Scale = 1:8.2 T 0 1 1-0-0 Plate Offsets (X Y)-- [2.0-0-10 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:66 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr. YES WB 0.00 Horz(CT) 0.00 4 n/a n/a' .BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD :: Rigid ceiling directly applied_ or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-28/Mechanical, 2=263/0-8-0, 4— 51/Mechanical Max Harz 2=62(LC 12) Max Uplift 3=-28(LC 1), 2=-224(LC 12), 4=-51(LC 1) Max Grav 3=40(LC 12), 2=263(LC 1), 4=66(LC 12) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind; ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph! TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone; porch left and right axposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where,a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=224. Joaquin Velez PE No.68182 Mi rek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33.610 Date: April 16,2019 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE 114II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding design, Bracing Indicated is to. buckling of Individual truss web and/or chord members only,. Additional temporary and permanent bracing, M prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i IT bk•. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVFPII Quality CrBorla, DSB-89 and BCSI Bulding Component 6904 Parke East Blvd. safety Infonnatlonovailable from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truce Type City :. Ply c=YINIK 1, T16793274 057462 AA Ji-. yen 2 1 _ Job Reference (optional) L namoers i russ, inc., . ran rierce, rL 0.4 yu s uec .0 zu 10 rvu 1 ere nluusures, uic. 1 ue MP1 10 V/:zt1: 1 / LV 1 e raye 1 ID:yl4vg2gG8_vF3xHRfMxMB2zgf7v-TZ9tE2gXOUTZvWlrP1 ND2Ks1JYfwlL0thk800fzOCtW -2-0-0 1-0-0 2.0-0 1-0-0 Scale = 1:8.2 Plate Offsets (X,Y)-- f2:0-0-10,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:66 Vert(LL) 0.00 5 >999 360 MT20 244/190: TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-28/Mechanical, 2=263/0-4-0, 4=-5 1 /Mechanical Max Horz 2=62(LC 12) Max Uplift 3=-28(LC 1), 2= 224(LC 12), 4=-5,1 (LC 1). Max Grav 3=40(LC 12), 2=263(LC 1), 4=65(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph-, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=411; Cat. II; Exp 8.; Encl.,,GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ". This truss has been designed for a live load of 20.Opsf on bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will .fit between the bottom chord and any other members. 4) Refer to girdeir(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at'joint(s) 3, 4 except Qt=lb) 2=224. Joaquin Velez PE No.68182: MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 0 WARNING - Verily deslgn parameters and READ NOTES ON THIS AND INCLUDED mn EK REFERANCE PAGE MIP7473 rev. 1WO312015 BEFORE USE: Design valid for use only with MTek®.connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a;truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is tobuckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent Is always required for stability and to prevent. collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Cua]BByy Cdferla, DSB-89 and BCSI Budding Component- 6904 Parke East Blvd. Safety Informationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss T-�-^ ype Qty Ply '"NIK „ T16793275 Q57462 J3 X _ -PEN 8 1 _ Job Reference (optional) Ghambers Truss, Inc., Fort Flerce, FL d.Z4u s Uec ld zu1 d mi I eK inausines, Inc. I ue Apr 1 o ut:za:1 i zui a rage i ID:yl4vg2gG8_vF3xHRfMxMB2zgf7v-TZ9tE2gXQUTZvWlrP1 ND2KsfjYeslLOthk8OOfzQCtW -2-0-0 3.0-0 2-0-0 3-0-0 1 3-0.0 h0 Scale = 1:12.4 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES W13 .0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 4-7 >999 240 Weight: 13 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD • - Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=50/Mechanical, 2=259/0-8-0, 4=20/Mechanical Max Harz 2=92(LC 12) Max Uplift 3=-27(LC 9), 2=-198(LC 12), 4=-26(LC 9) Max Grav 3=50(LC 1), 2=259(LC 1), 4=46(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=i60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat., II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 2-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except Qt=lb) 2=198. Joaquin Velez PE No.68182, MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33.610 Date: April 16,2019 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mTEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd: fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII Qua1Hv Criteria, DSO-89 and BCSI Buldtng Component Tampa, FL 33610 Safety Infarmationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Tr,,-, Tape Qty Ply 17-7-1 "IIK T16793276 Q57462 J3A - _ J,, _ on 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 0 me,4u s Lieu o eu i o rvn r eK rnaustries, rrrc. I Lie rtpr i o ui:za: r o eu i s raye. r I D:yl4vg2gGB_vF3xHRfMxMB2zgf7v-)djGROr9AobOW gKl zkuSbXOgTy_KUnFI wOtxY5zQCtV •2.0-0 3-0.0 2.0-0 3-0.0 Scale=1:12.4 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber'DOL 1.25 BC 0.16 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress [nor YES WB 0.00 HOrz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FB620171TP12014 Matrix -MP Wind(LL) -0.01 4-7 >999 240 Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-070 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=50/Mechanical, 2=259/0-4-0, 4=20/Mechanical Max Horz 2=92(LC 12) Max Uplift 3=-20(LC 9), 2=-160(LC 12) Max Grav 3=50(LC 17), 2=259(LC 1), 4=46(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-270-11 to 0-7-13, Interior(1) 0-7-13 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to tniss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=1b) 2=160. Joaquin Velez PE No.68182 MiTek USA, Inc: fL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 Date: April 16,2019 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11­7473 rev. f0/03I2015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. prevent Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUVII Quail8lyy Critela, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Tr,-,--T••pe Qty Ply F;:^Y"IIK T16793277 Q57462 J5', Ji PEN 11 1 Job Reference (optional) l:namoerS I russ, Inc., tort rlefce, rL tl.z4u S uec b zul b MI I eK Inausmes, Inc. I ue Npr it) u/:ze: iv eu I e rage I I D:yl4vg2gG8_vF3xHRfMxMB2zgf7V-Aj GROFJAobQW gKi zkuSbXOoZyrKUnF1 wOtxY5zQCtV -2-0.0 5-0.0 2-0-0 5-0-0 1 LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.11 4-7 >549 ' 240 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) .-0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Scale=1:16.4 o_ 6 N PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5=0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=107/Mechanical, 2=317/0-8-0, 4=53/Mechanical Max Harz 2=122(LC 12) Max Uplift 3= 66(LC 12), 2=-223(LC 12), 4=-48(LC 9) Max Grav 3=107(LC 1), 2=317(LC 1), 4=86(LC 3) FORCES. (lb) - Max.. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft;.B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 4-11-4 zone; porch 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=223. Joaquin Velei PE No.68182 MiTak USA, Inc. FL Cert 6634 6904;Parke East Blvd. Tampa FL 33610 Date: April 16,2019 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII-7473 rev. f0/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria, DSB-89 and BCSI BuNding Component 6904 Parke East Blvd. Safety Informationavoilable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Tr,,, -TMpe Cty Ply "-- t41K T16793278 Q57462 J5A Ji. _ _,.-en 2 1 Job Reference (optional) cnamoers I russ, Inc., . t-ort rierce, rL t3.24u s Uec ti 2u1 is Mi I ex Inaustnes, Inc. I ue Apr 1H ui:2a:i a 2uta rage 1 ID:yl4vg2gG8_vF3xH RfMxMB2zgf7v=PxGefksox6jHBgvDXSPhBIx?DMG6DEVA92dU4YzQCtU -2-0.0 5-0-0 2-0-0 5-0-0 1 5-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate. Grip DOL 1.25 TC 0.66 Vert(LL) -0.02 4-7 >999 360 TCDL 7.0 Lumber'DOL' 1.25 BC 0.45 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.04 4-7 >999 240 Scale=1:16.4 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size). 3=107/Mechanical, 2=317/0-4-0, 4=53/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-56(LC 12), 2=-159(LC 12) Max Grav 3=107(LC 1), 2=317(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp E; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-.13 to 4-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by'2-0-0 wide will fit between the.bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at,joint(s) 3 except (jt=lb) 2=159. Joaquin Velez PE No.68182 MiTek USA, Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 Q WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MIP7473 rev. 1WO3/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to. prevent buckling of individual truss web and/or chord members only., Additional temporary and permanent bracing . MiTek". Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIMIt Qualify Criteria, DSB-89 and BCSI Buading Component 6904 Parke East Blvd. Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss T--­-T-rpe Qty Ply -"'lIK ia T16793279 Q57462 J7' Ji- _ -en 14 1 Job Reference (optional) Chambers I cuss, Inc., Fort Fierce, FL 2-0-0 8 8.240 S Uec 6 2018 MI I eK Industries, Inc. I ue Apr 15 U/:29:19 2U19 rage 1 I D:yl4vg2gG8_vF3xHRfMxMB2zgf7V-PxGefksox6jH8gvDXSPh61x4hMAoDEVA92dU4YzQCtU 7-0.0 7-0-0 Scale = 1:20.4 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) ' Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.09 4-7 >925 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.20 4-7 >408 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a' BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.12 4-7 >671 240 Weight: 25lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD: Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied, or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=164/Mechanical, 2=384/0-8-0, 4=77/Mechanical Max Harz 2=153(LC 12) Max Uplift 3=-89(LC 12), 2=-168(LC 12) Max Grav 3=164(LC 1), 2=384(4C 1), 4=120(LC 3) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph TCDL=4.2psf; BCDL=3.Opsf; h=15ft;.B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-1-1 to 0-7-13, Interior(1) 0-7-13.to 6-11-4 zone;C-C for . members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ?) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at-joint(s) 3 except Qt=lb) 2=168. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 ®'WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE: Design valid for use only with MITek0 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 appllcabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to. prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPIi Quality Criteria, DSB-89 and BCSI BuBding Comp oIII onIt 6904 Parke East Blvd. Safety Informationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 33610 Job Truss T-.. T•fpe Qty Ply --JIK T16793280 Q57462 J7A J1 en 3 1 Job Reference (optional) unamoers i russ, mc., ran rierce, rL n.zau s uec .e zUT c mi I eK mausTnes, mc. I ue Apr 1 o u/:za:zu zui a rage T I D:yl4vg2gG8_vF3xH RfMxMB2zgf7V-t8gOs4tQi Pr8m_UQ59wwgyUFRI W 1 yhIKNiM2d_zQCtT -2 -0 7-0-0 200 700 Scale = 1:20.4 1 rMEL UIISe[S TA, T )-- [e;U-U- I CUye] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ,(loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grio DOL 1.25 TC 0.37 Vert(LL) -0.09 4-7 >925 360 MT20 244/190 TCDL 7.0 Lumber DOL. 1.25 BC 0.79 Vert(CT) -0.20 4-7 >408 240 BCLL 0.0 ' Rep Stress Incr. . YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0.12 4-7 >671 240 Weight: 25lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD ' Rigid ceiling directly applied, or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=164/Mechanical, 2=384/0-4-0, 4=77/Mechanical Max Harz 2=153(LC 12) Max Uplift 3=-89(LC 12), 2= 168(LC 12) Max Grav 3=164(LC 1), 2=384(LC 1), 4=120(LC 3) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft;.B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl.,•GCpi=O.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 6-11-4 zone;C-C for, members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will.fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=168. Joaquin Velez PE No.68182 MiTek USA, Inc. FL.Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2019 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mlt-7473 rev, 1wa3/2015 BEFORE USE. Design valid for use only with Mlie1<0 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 v¢¢rify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to, prevent buckling of Individual truss web and/or chord members only., Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlonovaliabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss T-••--Type City . Ply "VIK T16793281 Q57462 KJ5 O_ , JAL HIP GIRDER 1 1 Job:Reference (optional) Chambers Truss, Inc., Fort fierce, FL 2-9-15 2915 1 d.z4U S tJec b zUl t$ MI I eK Industries, Inc. I Ue Apr l6 U/:z9:zl zul9 rage l I D:yl4Vg2gG8_vF3xHRfMxMB2zgf7v-LK003Qt2Tjz?N73cetR9DAORA9_Yh8?TcM6b9QzQCtS 3-9-9 7-0-2 399 3-29 7-U-2 7-0-2 Scale = 1:19.1 I a a 9 N N LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc). I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 "TC 0:31 Vert(LL) 0.13 4-7 >657 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.11 4-7 >733 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 26lb FT=206% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=138/Mechanical, 2=346/0-10-15, 4=58/Mechanical Max Horz 2=121(LC 24) Max Uplift 3=-91(LC 8); 2=-356(LC 8), 4=-74(LC 5) . , Max Grav 3=138(LC 1), 2=402(LC 28), 4=108(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. . . .NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TC.DL=4.2psf; BCDL=3.Opsf; h=15ft;,B=45ft; L=24ft; eave=4ft; Cat. , 11; Exp B; Endl.,.GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60,016te grip DOL=1.60 2) This miss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on -the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the. bottom chord and any other members. . . 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by'others):of truss to bearing plate capable of withstanding 100 lb uplift at.joint(s) 3, 4 except Gt=lb) 2=356. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.,148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25. . Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=49(F=25, B=25) 10=73(F=37, B=37) 11=4(F=2, B=2) Joaquin Velez PE No.68182. MiTek USA, Inc. FL Cart.6634 6904.Parke East Blvd. Tampa FL 33610 Date: April 16,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is toprevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'. Is always required for stability and toprevent collapse with possible personal Injury and property damage.. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnatlonovailable from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss T-••--Type Qty ' Ply -!' lK i .. T16793282 Q57462 KJ5A E A Hip Girder 1 1 Job Reference (optional) enamDers truss, Inc., r1on YIerCB, r-L O.Z fu 5 L)UG 0 Zu 10 rvll I UK Illaa,lrle,, IrIG. 1 ue Mpr 10 V/:Gtf;G G I J —yc i ID:yl4Vg2gG6_vF3xH RfMxMB2zgf7V-g W ymHmugEl5s?HdoCayOINZbOZKHQbFcr?r9htzQCtR 2-9-15 3-9-9 7-0-2 2-9-15 3-9-9 3-2-8 Scale = 1:19.1 �-1 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25, TIC 0.34 Vert(LL) -0.20 . 4-7 >412 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29, Vert(CT) -0.23 4-7 >357 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 26 lb: FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=138/Mechanical, 2=346/0-5-5, 4=58/Mechanical Max Harz P=121(LC 8) Max Uplift 3=-76(LC 8), 2=-266(LC 8) . Max Grav 3=148(LC 28), 2=439(LC 28), 4=108(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -'All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) .Refer to girder(s) for. truss to truss connections. . 5) Provide mechanical connectiori (by others) of truss to bearing plate capable of withstanding 100.Ib uplift at joiilt(s) 3 except (jt=lb) 2=266. 6) "NAILED' indicates 3-10d (0.148"x3") or 2-12d'(0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads -applied to the face of the truss are noted as front (F) or back(B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate In6rease=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=49(F=25, 13=25) 10=73(F=37, B=37) 11=4(F=2, B=2) Joaquin Velez'PE No.68182 MiTek USA, Inc. FL Cert.6634 6904.Parke East Blvd. Tampa FL 33610 . Date: April 16,2019 ©'WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM7473 rev. 1010312015 BEFORE USE. • - Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only., Additional temporary and permanent bracing MiTek•. prevent is always required for stability and to prevent. collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/iPll Cuallty Criteria, DSW and BCSI Building Component 6904 Parke East Blvd. Safety Infonnatlonavailable from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ' ' ' Tampa, FL 33610 - Job Truss T .-- Type Qty :. Ply VIK — T16793283 Q57462 KJ7 E • il Hip Girder 3 1' _ Job Reference (optional)' Chambers Truss, Inc., Fort Pierce, FL 2915 2915 1 8.24U S Uec 6 201 U MI I eK Inaustnes, Inc. I ue Apr 16 U7:29:Z3 2U19 Pagel . ID;yl4vg2gG8_vF3xHRfMxMB2zgf7v-ljW 9U5v1?KEjdRC_mHUdlb6ngzg790?m4fbiDJzQCtQ 7.0-10 9-10.1 7-0-10 2-9-6 Scale: 1/2"=1' Io m N_ N O O] N NAILED NAILED 7-0.10 7010 - 3x4 =. 9-10-1 296 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.09 7-10 . >999 240 MT20 244/190 TCDL 7.0. Lumber DOL 1.25 BC' .0:25 Vert(CT) -0.07 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB ' 0.16 Horz(CT) 0.01 5 n/a n/a BCDL 10.0. Code FBC2017/TP12014 Matrix -MS Weight: 42lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD. 2x4 SP M 30 a BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=26/Mechanical, 2=464/6-10-15, 5=371/Mechanical Max Harz 2=151(LC 24) Max Uplift 4=-56(LC 24), 2=-371(LC 8), 5=-247(LC 8) Max Grev 4=51(LC 13), 2=505(LC 28), 5=371(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-524/319 . BOT CHORD 2-7=-347/470, 6-7=-347/470 WEBS 3-7=-188/313, 3-6=-616/456, NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=45ft; 1­=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 : . . 2) This truss has been designed fora 10.0 psf bottom chord live load ionconcurrent with any other. live loads.. 3) ' This truss has. been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=371, 5=247. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148" x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 3=-61(F=-30,-B=-30) 7=-49(F= 25, B=-25) 11=49(F=25, 13=25) 13=73(F=37, B=37) 14=4(F=2; B=2) Joaquin Velez PE No.66182; MiTek USA, Inc: FL:Cert.6634 6904.Parke East Blvd. Tampa FL 33.610 . Date: April 16,2019 ®'WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MX7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a,truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent.collopse with possible personal Injury and property damage. Forgeneral guidance regarding the fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Cdfoda, D58-69 and SCSI BuEding Component 6904 Parke East Blvd. Safety Informatlonovailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss T----- Type Qty Ply "'"'VIK T1679328 4 Q57462 MHVIB \ 1 1' " Job Reference (optional) chambers I russ, Inc., fort Pierce, F-L 8.24U s Uec .6 2U1 t3 Mi I eK Industries, Inc. I ue Apr 16 01:29:24 ZU19 Nage 1 I Diyl4vg2gG8_vF3xH RfMxMB2zgf7v-mv4Xi RwwmeMaEbnBK??sgoey)NOruUOvlJKFmIzQCtP 7-10-8 Bi0T0 7108 0i8 Scale =121.1 3x4 I 3 3x4 I. 5 2x3 II .4 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0122 Vert(CT) n/a n/a 999 BCLL 0.0 *- Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 29lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS - 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=85/8-0-0, 4=112/8-0-0, 5=331/8-0-0 Max Harz 1=108(LC 12) Max Uplift 4=-43(LC 12), 5=-126(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-242/293 NOTES 1) Wind: ASCE'7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 7-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) .Gable requires continuous bottom chord bearing. ... 3) This truss has been designed for a 10.0 psf bottom chord live load.nonconcurrent with any other live loads. 4) ' This truss has.been designed for 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb Uplift at joint(s) 4 except at" —lb) ' 5=126. Joaquin Velez PENo.68182, -a MiTek USA, Inc. FL Carl 6634 6904.Parke East Blvd. Tampa FL 33610 Date: April 16,2019 'WARNING - verify design Parameters and READ NOTES ON THIS AND INCLUDED mr EK REFERANOE PAGE MII-7473 rev, 10103/201S BEFORE USE: Design valid for use only with MITek®ponnectors. 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 MITI&W Is always required for stability and to prevent. collapse with possible personal Injury and property damage. For general guidance regarding The fabrication, -storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII Quality Cdtodo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatiorkovailable from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss T- -- Type City ' Ply AlK T16793285 Q57462 MHV10 . . 1 1 Job.Reference (optional) Chambers Truss, Inc., Fort Pierce, FIL a.z4u s uec ti zui a Mr I eK Inaustrnes, inc. i ue Apr i b ur:za:zi zui a rage 7. IVg2gG8_vF3xH RfMxMB2zgf7v-Ij W 9U5vI?KEjdRC_mH Udlb6lszes9l nm4fbiDJzQCtQ 10-0.0 218 Scale = 1:22.2 3x6.3x4 II 3 8 .. 4 6 5 3x4 i 2x3 II 3x4 I 'Plate Offsets (X Y)-- [3:0-3-0 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) ,I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL _ 1.25 TIC 0.42 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES W B 0.11 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD. Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD' Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=128/10-0-0, 5=153/10-0-0, 6=394/10-0-0 Max Harz 1=109(LC 12) Max Uplift 1=-5(LC 12), 5=-50,(LC 12), 6=-145(LC 12) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-284/373 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 7-10-8, Exterior(2) 7-10-8 to 9-10-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100.lb uplift at joint(s) 1, 5 except at=lb) 6=145. ap Joaquin Velez PE No.68182: MiTek USA, lnc. FL Cert 6634 6904.Parke East Blvd. Tampa FL 33610 NO: April 16,2019 ® -WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is.for an individual building component, not a:truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ' �A IVIiTek°: Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the : fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Quality Cdfotla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infomlatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss T--:--Type Qty ' '. Ply ­""VIK T16793286 Q57462 MV2 - _ 1 1 Job Reference (optional) chambers I russ, Inc., tort Pierce, I-L 3x4 8.240 s Dec .6 2018 MI I-ek Industries, Inc. I ue Apr 16 07:29:24 2019 Page 1 ID:yl4vg2gG8_vF3xH RfMxMB2zgf7v-mv4Xi RwwmeMaEbnBK??sgoe0SN3quVIvIJKFmIzQCtP 2-0-0 200 Scale = 1:6.9 s_nn � 2 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 LUmbef'DOL 1.25 BC 0.03 Vert(CT) , n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0,00 2 n/a n/a BCDL 10.0. Code FBC2017/TP12014 Matrix-P Weight: 5 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP Nc:3 TOP, CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No,3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=47/2-0-0, 2=34/2-0-0, 3=13/2-0-0 Max Horz 1=19(LC 12) Max Uplift 1=-10(LC 12), 2=-22(LC 12) Max ('-- 1-47(LC 11 2=34(LC 11 3=25(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C•C for members and forces & MW FRS for reactions shown; Lumber'DOL=1.60 plate grip DOL=1.60 . 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) .'. This truss has been. designed for 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) Bearing at joint(s) 2 considers parallel to grain. value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at'joint(s) 1,.2. Joaquin Velez PE No.68182 1I USA, Inc. FL.Cert.6634 6904:Parke East Blvd. Tampa FL 33610, Date: . April 16,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. - Design valid for use only with Mrrek@ connectors. This design is based only upon parameters shown, and Is for an individual building component, not �° a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to. prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . M!Tek': is always required for stability and to prevent.collopse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPll Quality Cdfoda, DSB-89 and SCSI Bu9ding Component 6904 Parke East Blvd. Safety Infotmatlonovailable from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss T-' Type Qty Ply --' NIK T16793287 Q57462 MV4 Job Reference (optional) GhamaerS I russ, Inc., tort Fierce, t-L tl.Z4U 5 UeC b ZU 10 rvu 1 eK inuustrres, inc. r ue mpr i o ur:za:zo zU i a ruye r ID:yl4vg2gG8_vF3xHRfMxMB2zgf7v-E5evvnwYXyU RsI MNti W 5NOB6cmN W dy_3Xz4pl BzQCtO 4.0-0 4-0-0 2 3 3x4 i 3x4 II Scale = 1:11.1 l LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate. Grip DOL 1.25 TC 0.34 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBb20l7/TP12014 Matrix-P Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly,applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=116/4-0-0, 3=116/4-0-0 Max Harz 1=47(LC 12) Max Uplift 1=-24(LC 12), 3=-44(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) wne;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. fL Cott 6634 6904 Parke East Blvd. Tampa FL 33.610 Data, April 16,2019 Q WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7473 rev. 10/0 ,2015 BEFORE USE. Design valid for use only with MITekOponnectors. This design is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of individual Truss and/or chord members only. Additional temporary and permanent bracing MOWis prevent web always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII QualB�yy Criteria, DSB-89 and BCSI Binding Component 6904 Parke East Blvd. Safety Infoanatlonavailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 2231,L Tampa, FL 33610 Job Truss T-,-_ Type Qty Ply '-' NIK T16793288 Q57462 MVIS Job Reference (optional) L,namoers i russ, Inc., r-on rierce, r-L Me4u s uec o zu i s rvn r eK inausmes, Inc. r ue mpr r o ur:za:zD zu r a rage r ID:yl4vg2gG8_vF3xHRfMxMB2zgf7v-E5evvnwYXyURsIMNti W 5NOB9?mOhdxe3Xz4plBzQCtO 6-0-0 6-0-0 3x4 11 3 Scale=1:16.4 5 3x4 2x3 II 3x4 II I 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.19 Vert(LL) n/a n/a 999 MT20 - 244/190 TCDL ' 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 67070 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=56/6-0-0, 4=84/6-0-0, 5=239/6-0-0. Max Harz 1=78(LC 12) Max Uplift 4=-32(LC 12), 5=-91(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-175/290 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.20sf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 5-10-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) .Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. Joaquin Velez PE No.68182 - MiTek USA, Inc. FL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 Date: April 16,2019 O'WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not 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 fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII Qualify Criteria, DSB-89 and BCSI Building Component y14. 6904 Parke East Blvd. Sofoty Infonnatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22 Tampa, FL 33610 Job Truss T_-- Type Qty . Ply -'-'"NIK T16793289 Q57462 P Job Reference (optional) L;namoerS I russ, Inc., I -on coerce, M C.z4u S uec o ZUl V MI r eK rnousines, Inc. rue Apr to UrCzy;zo zu i u rage 1 ID:yl4vg2gG8_vF3xHRfMxMB2zgf7v7iIBH77xBIFclUvxZRQ1 KwDjHnAhwMJxCmdpMgezQCtN -2-0.0 7.0-0 13-4.0 20.4-0 2.0.0 7.0-0 6=4=0 7-0.0 Scale = 1:37.4 3x4 = 4x5 = 2x3 I 4xB = 3 4.18 19205 2x3 11 3x4 = 2x3 II 20-4-1 7-0.0 3x4 = I0 0 ci m Plate Offsets (X Y)-- "[5:0-5-4 0-2-0] f6:0-2-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.07 7-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.15 7-13 >999 240' . BCLL 0.0 ' Rep Stresslncr YES WB 0.40 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 'Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.20 7-13 >745 240 Weight: 86lb FT=m LUMBER- -BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD. Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-9-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=488/0-8-0, 2=456/0-4-0, 9=672/0-4-0 Max Horz 2=80(LC 11) Max Uplift 6=-291(LC 12), 2=-183(LC 12), 9=-395(LC 12) FORCES. (Ib) - Max.. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP. CHORD 2-3=319/33, 3-4=-292/96, 4-5=-292/96, 5-6=-707/878 BOT CHORD 2-10=0/283, 9-10=0/285, 7-9=-743/616, 6-7= 720/608 WEBS 5-9= 571/1061, 5-7=-491/260, 4-9=-341/182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 7-0-0, Exterior(2) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 13-4-0, Exterior(2) 13-4-0 to 17-6-15, Interior(1) 17-6-15 to 20-4-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=29112=183, 9=395. Joaquin Velez PE No.68182, MiTek USA, Inc. FL Cert.6634 6904Parke East Blvd. Tampa FL 33610 Date: April 16,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Criteria. DSB-69 and BCSI Bu9ding Component 6904 Parke East Blvd. Safety Informatlonavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandrio, VA 22314. .. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-110 from outside edge of truss. This symbol indicates the required direction of slots in. connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text In the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section: indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal . Plate Connected Wood Truss Construction DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information; Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ff-in-sixteenths (Drawings not to scale) l 2 3 TOP CHORDS C1-2 C2-3 c3ro 4 WEBS C 0 m 3 O mar o_ O ~ C7-8 C6-7 C5-6 t9UI IUM C HUHUb 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE. JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END_ JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ]CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 0 c O 0 n_ 0 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 � General Safety Notes Failure to. Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing; is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. ' 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7." Design assumes trusses will be suitably protected from " the environment in accord with ANSI/TPI 1. 8._ Unless otherwise noted; moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use Iwith fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientationand location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no.celling is installed, unless otherwise noted. " 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated otherwise. 1 B. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient, 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.