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HomeMy WebLinkAboutTruss=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-O" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI -- 30' to 60' Span I 30' Span or less ' Spreader Bar ' i 60 degrees or less I - 112 span Tag line APprox 2/3 to Tag line approx. 12 of Span I REFER TO BCSI REFER TO BCSI I Truss must be set this way if crane is used. Truss must be set this way I crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. SEAT PLATES BY CHAMBERS TRUSS Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. AIR HANDLER NOTE All load bearingwalls, headers, WARNING Unless noted elsewhere on this layout, these trusses are not p g desl lace designed for air handlers in the roof or for any other A/C The size of these trusses makes it necessary that they a set by a profeesional builder beams, &lintels must be In requirements. This may be in conflict with building code and A/C familiar with and experienced in the problems and dangers of setting large span trusses. trusses q The builder and erector should consult with an engineer licensed in Florida specializing indicated height before t It with Building Department and A/C at g ,Design requirements. Consult g p In wood roof trusses about the safe erection of these trusses: The engineer should be at � installed. are Contractor. the job site when trusses are erected to provide supervision and advice. - - F.REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4x2 EXCEPT AS SHOWN CARRIED CARRYING HANGER ID FASTENER FOR FASTENER FOR HatchLegend TRUSS TRUSS I CARRIED TRUSS CARRYING TRUSS BEARING AT 12 -2 _ BEARING AT 381-1011 `Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1 /2" AGREEMENT HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT FABRICATION TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for m determining successful fabrication of the trusses. Y CORNDER JACKS U 2. All dimensions in this layout have been verified by the undersigned. ARE NOT BEVELED. x < ti � 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the SEE STANDARD w undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss ENGINEERING o Z shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. N u o After 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 the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery. expenses if Chambers Truss has to redeliver because job site isnot prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is'. responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss .224" O.C. JACKS reasonable attomeys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be - ONLY 24" 1' t-v1 added for all sums not paid within terms. - 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. CORNER 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees DETAIL payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the OVERHANGS NOT SHOWN FOR CLARITY recipient 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to'. - Therein, 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 Construction Using Metal Plate Connected Wood Trusses ANSIITPVWTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 38'-10" END DETAIL: (A) PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL DATED SIGNED 12 FOR TITLE 5 r— A spreader bar may be required per "BCSI" to prevent injury & damage. ®w. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. ---4l 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. a. Trusses must be set and braced per design to prevent injury & damage. AN- 112 Trusses must be set plumb and square 5 r— •�' Do not set bunks or stack of plywood, roofing material or any other �.t 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 MITEK VERSION 7AAA31 LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SEC 1604a.1 DESIGN CRITERIA County ST. LUCIE "Building Department St. Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/G-C hybrid Wind ASCE 7-10 Roofing Material Metal 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 Conocurent D Bottom Chord Dead 10 3 0 `. Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 170mph Top Chord C.B. Sheathing by builder .Bottom Chord C.B. Sheathing by builder Highest Mean Height 46' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 0 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: 76521 SCALE: 1 /4" = 11-011 84 total trusses, 24 unique designs Designer: TB Reviewed by: _ W RECEIVED Date:01108/20 C( 0` JAry 14 FOR T Pro Construction F1Lg (;SPY 1tLillitlncoa ,parenittlna DESCRIPTION: 5008 Watersong Way Ft. Pierce, FL Page 1 of 1 CUSTOMER INITIALS EACH PAGE \boy - a,� 76521 ®.. Lumber design •values are in accordance with ANSI/TPI 1. section 6:3 These truss designs rely on lumber values established by others. M�Tek�Sa RE:: 058272 - Wendy Hernandez MiTek USA, Inca Parke E Site Information:: - .. , ; 6904 Pa East Blvd. T FL 33610-4115 Customer Info: T PRO CONSTRUCTION Project Name:. WENDY HERNANDEZl�'8'el: Lot/Block: Subdivision: Address: UNKNWON : " City: ST LUCIE COUNTY State: FL . Name Address and License # of Structural Engineer of -Record, If there is one,, for the building. Name: License #: Address: City: State.: General:Truss Engineering Criteria & De. ign:Loads (Individual Truss Design Drawings Show Special Loading Conditions)::; Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE.7-10 Wind Speed: 170 mph Roof Load: 37.0 sf p Floor Load:. N/A:psf This package includes 24 individual, Truss Design Drawings and 0 Additional. Drawings. With my -seal affixed to this. sheet, I hereby certify that I Am, the Truss Design Engineer.and this index, sheet conforms to 61G15-31..003,.section 5 of the Florida Board of Professional Engineers Rules. No. Seal# - --Truss Name .:Date _: No. Seal# .: Truss Name. Date _:1 T19072668 A 1%8/20- . 23 T19072690 MV2 118/20 . 2 - T19072669 Al 1/8/20 24 T19072691 MV4 1/8/20 3 T19072670 A2 1/8/20 4 719072671 A3 1/8/20 RECEIVE®. 5 T19072672.A4 1/8/20. 6 T19072673 " A5. 1/8/20 7 T19072674 B 1/8/20., 8. T19072675 B1 .: 1/8/20 JAN 15 ?,020: 9 T19072676 E12 1/8/20 10 T1.9072677 E 1/8/20 11 T19072678 GE 1/8/20 : ST. Lucie County; Permitting 12 T19072679 G RA 1 /8/20 13 T19072680• GRB. 1/8/20 14 T19072681 GRC 1/8/20 15 T19072682 GRID 1/8/20 16 T19072683. J 1 1/8/20 . 17 T19072684 : J3 1/8/20 ' '18 T19072685 J5 1/8/20 19 T19072686 J5A• 118/20 20 T19072687 J7 .. 1/8/20 21 719072688 KJ5 1/8/20 22 T1 9072689. KJ7 .1/8/20 . The truss drawing(s) referenced above have been prepared by `O�p. • q�e �i�� MiTek USA,. Inc.. under my direct supervision based on the parameters ���,`.�.•.• G S•:9,�,���� " provided by Chambers Truss. •.. 380:.. Truss Design Engineer's Name: Albani, Thomas My license. renewal date fouthe state of Florida is February 28, 2021. IMPORTANT. NOTE: The seal on these truss component designs is a certification 0 Q E O F • 44/ that the. engineer'named is. licensed•in the jurisdiction(s) identified and that the i Q ,• �� designs comply with ANSIlTPI 1. These designs are based upon parameters ��� R.1 �. • �� ��� . shown (e.g., loads, supports,.dimensions, shapes and.design codes), which were ��i SS • • • • �� ive-n to MiTek or TRENCO. An project specific information included is for. MiTek's or ��� % O TRENCO's customers file reference purpose only, and was not taken into account in the ��� 1►►! preparation of these designs. MiTek or TRENCO has not independently verified the Thomas A. Albani PE No.39360 applicability of the design parameters or the designs for any particular building. Before use, MITek 11SA, Inc. FL Cert 6634 the:building:designer should -verify. applicability of design parameters and properly :. 6904 Parke East Blvd. Tampa FL 33610 incorporate these. designs into the overall building design per ANSV71.1, Chapter 2. Date: anuary 8,202 Albani, Thomas 1 of ;1; Job Truss Truss Type Cty Ply Wendy Hernandez . T19072668 058272 A Common.: 20 1' Job Reference (optional) t namoers i russ, inc., ron rierce, rr ID:BV025iuzHLHtY7rJPDAMiYy71 zY-311 SR3GguuK2Tagol22BQBz38Y8BC4ZRsREknSzxSR4 -2-0-0 • 746 13-11-0 20.6-10 27-1%0 29-10-0 2-0-0: 7-3-6 6e7-10 6-7-10 7-3.6 2-0-0 Scale ' 1:51.0 : . 5.00 F12 .. 5 .. 1 : 21 3x4 = 3x6 = 3x4 a 3x5 — 3x5 9-7-9 18-2-7 27-10-0 9-7-9: 8-6-14 7 9-7-9 Plate Offsets (X,Y)-=' [2:0-0-6;Edge] [3:0•3-0,Ed4e]-[7:0-3-0,Edge], [8-.0•0-6,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc), : 1/dell:' Ud PLATE_S. GRIP TCLL 20.0 . .' . Plate Grip DOL '. 1.25 TC ' 0.63 Vert(LL) -0.18 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOIL"1.25 BC: '0.51 Vert(CT): -0.3610-18 >938 240 BCLL 0.0 Rep Stress Incr :YES WB 0.72. Horz(CT) -0.07 8 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.24 10-18, >999 240 Weight::127 lb FT = 20 LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD ' : Structural wood sheathing directly applied or4-9=13 oc purlins. BOT CHORD .2x4 SP M 30 BOT CHORD . Rigid ceiling directly applied or.5-1-10 oc bracing. - WEBS 2x4 SP No.3 ..: OTHERS 2x4 $P No.3 REACTIONS. (Ib/size) 2=1138/0-8-0, 8=1138/0-8-0 Max.Horz 2=235(LC 11) Max. Uplift 2— 1523(LC 12); 8=-1523(LC 12) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) of less except when shown. TOP, CHORD 2-4=-2045/2454, 4-5=-1862/2253, 5-6=-1862/2253, 6-8=-2045/2454 ' • ' . . BOT CHORD 2-12=-1976/1845, 10-12==1059/1221, 8-1 0=-1 976/1845 WEBS 5-10=-709/697, 6-10=-462/791, 5-12= 709/697, 4-12=462/791 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=46ft; B=45ft; L=28ft; eave=4ft; Cat. . 11; Exp C;:Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -270-0 to 1-0-0, Interior(1) 1-0.0 to:13=11-0, Exterior(2) 13-11-0. to 16-11-0, Interior(f) 16-11-0 to 29-10-0 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 nonconcurreni with any other live leads. ...... 4) "This truss has been designed for a live load of 20.0psf on the.bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chdrd'and any other merrib'efs, with BCDL = 1 O,Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) . 2=1523, 8=1523, Thomas A. Albam PE No.39380 .... ..... MiTek USA, Inc. FL Cert:6634 6964 Parke East Blvd. Tampa FL 33610 ' Date: , .... ' January8,2020 . WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I-7473 rev. f0/03/2015 BEFORE USE. Design valid far 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 iwiTei(° 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, seeANSVrPll Quality Crtleda, DSB-89 and BCSI Building Component' 6904 Parke East Blvd., Safety Informatlonovoliable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610, Job Truss Truss Type Qty Ply Wendy Hernandez T19072669 Q58272 Al ... .. Hip ... 2. 1. .... ... . Job Reference (optional) Gnamoers I russ, Inc., r-on fierce, t-L • Mddy s UeG o ZU I V Mr r eK rnuus[nes, Inc. vveu Jan o uu;,+o; I I ev4y raye I. ID:BV025iuzHLHtY7rJPDAMiYy71 zY,OQBCslHxPWamiuzBPT4fW c2P. MMssg?YkJljrsKzxSR2 -2-0.0 6-9-14 13-0-0 14-10-0 21-0-2 27-10-0 29-10-0 , 2-0-0 6-9-14 6-2-2 1-10-0 6-2-2 6-9-14 22-0 00 Scale =1:52.7 . 5x6 = 5x6 = 5.00 12 5 6 01 3x5 = 2x3 I 3x6 =3x4 = 3x4:= 2x3 II 3z5 = 6-9-14 13-0.0 14-10-0 21-0-2 27-10-0 6-9-14 6-2-2 1-10-0 6-2-2 6-9-14 m `0 oil a:. ,aw viiacw ln, , I-- LOADING (psf) L,.r.u-u-u,�u14-h Lu.u-.�-u,u-c--e1, L.- -.rv,u-c- SPACING- 2-0-0:' 11 L2,u-a-u,r_uNc1 .. CSI. ... . DEFL. in (lop) Lid PLATES GRIP TCLL 20.O Plate Grip DOL 1.25 TC.. 0:59 ,I/defl Vert(LL) -0.10 13-15 >999 360 MT20 244/190 TCDL 7.0 : Lumber DOL 1.25 BC 0.37 Vert(CT) -0.20 13-15 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB .0:69 Horz(CT) -0.08 9 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.22 .13. >999' 240 Weight: 136 lb FT = 20%' . LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD. Structural wood sheathing directly applied or 4-10-2 oc purlins. BOT CHORD . 2x4 SP M 30 BOT CHORD : Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2x4 SP No.3 . REACTIONS. (lb/size) 2=1138/0-8-0, 9=1138/0-8-0 Max Horc 2=-222(LC 10) " Max Uplift 2=-1523(1_C :12); 9=-1523(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. TOP CHORD 2-4=-2116/2467, 4-5=-1480/1860, 5-6=- 1 392/1 836, 6-7=-1480/1860, 7-9=-2116/2467 BOT CHORD 2-15=-1994/1902, 13-15= 1994/1902, 12-13=-1149/1308, 11-12=-1994/1902, 9-11=-1994/1902 WEBS :4-15=0/279, 4-13=-763/939, 5-13= 368/383, 6-12=-368/382, 7-12=-762/939, 7-11=0/279 NOTES- 1) Unbalanced roof live. loads have been considered for this.design. 2) Wind: ASCE,7-10;,Vult=170rhoh (3-second. gust), Vasd=132mph; TCDL=42psf; BCDL=3.0psf; h=46ft; B=45ft; L=28ft; eave=4ft; Cat.. II; Exp:C; Encl., GCpi=0.18; MWFRS'(directional) and C-C Exteri6r(2)'=2-0-0 to;1-0-0, Interior(1) 1-9-Oto 13-0-0, Exterior(2) 13-0-0 to ,. 19-0-15, Interior(1) 19-0-15 to 29-10-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 3) Provide adequate drainage to prevent water ponding.: 4) This truss has been designed for. a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *This truss has been designed fogy alive load of 20.Opsf on the bottom. chord! n, 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 Ib uplift at joint(s) except (jt=lb) ' 2=1523, 9=1523. •. Thomas A.:Albani PE No.39380 .. . . . MiTek USA, Ihc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January 8,2020 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCEPAGE'MIF7473 rev. f0/0312015 BEFORE USE: Design valid for use only with kteka connectors, This design Is based only upon porometers.shown, and Is for an individual building component, not '- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing indicated is to prevent.buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing , , MITek' Is always required for stability and 10 preventcollapse with possible personal Injury and property damage. For general guidance regarding the : . fabrication; storage,- delivery, erection and bracing of trusses and truss systems, seeANSM11 Cuallty CrHorla, DSB-89 and BCSI Bullding Companont 6904 Parke:East Blvd. Safaty Infarmaflanovailoble from Truss Plate Institute, 218 N. Lee Street, Suite312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type . " Ply Wendy Hemandez T19072670 Q58272 A2 .. ... Hid .... ... �Qty 2 1 .... ... . Jbb Reference o tional L;nambers I russ, Inc., FOR vierae, t-L - - a.aaa s Uec 0 4a IV Ml I en uluusules, IIIL. VVuy U0II o vayo.lc cuc� rays I I D:BV025iuzH LHtY7rJPDAMiYy71 zY-Ucia451ZApjdK1 YN7Abu2pbcnmBIP W MtYPTOOmzxSR1 2-0-0 5-9-14 151-0-0 16-10-0 2-02 27-10-0 229--1%0 0 1 5.9-14 5-10-0 5 -9-142 S " .. Scale="1:51.9 4x8 .. -4 20 21 5 - - - - 4x6 = 3x4 — 3x6 3x6 .3x4 = 5-9-14 11-0-0 16-10-0 22-0-2 27-10.0 5.9-14 5-2-2 5-10-0 5-2-2 5-9-14 Plate -Offsets (X,Y)-- [2:0-3-0,0-1-8][4c0-4-0,0-1-131,[5:0-4-0,0-1-131,[7:0-3-0,0-1-8] " LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Ud 'PLATES GRIP TCLL . 20.0 Plate Grip DOL"' "1.25 TC 0.48 Vert(LL) .. -0.38 = 9-17 >885 .360 MT20 .244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:61 Vert(CT) -0.65 9-17 >510 240 BCLL 0.0 Rep Stress Incr YES WB .0.34 Horz(CT) -0.08 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014. Matrix -MS Wihd(LL) 0.35 11-14 : >963 240 Weight: 122lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9=5.oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. WEBS 2x4 SP No.3 " REACTIONS. (lb/size)- 2=11,38/0-8-0, 7=1138/0-8-0 Max Horz 2=192(LC 11) Max Uplift 2=-1523(LC :12); 7=:1523(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2076/2543, 3-4=-1722/2043, 4-5=-1557/1994, 5-6=-1722/2043, 6-7=-2076/2543 BOT CHORD 2-11=-2077/1959, 9-11 =-1 394/1558, 7-9=-2077/1890 WEBS 3-11— 520/760, 4-11= 269/415, 5-9= 269/415, 6-9=-520/760 NOTES '11 Unbalanced roof live Iloads have been considered for this design. 2) Wind: ASCE 7-10; V616_170mph"(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3:Opsf; h=46ft; B=45ft; L=28ft;.eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ekterior(2) -2-0-0 to, 1-0-0, Interior(1) 1-0-0 to.11-0-0, Exterior(2) 11-0-0 to . 15-2-15," Interior(1,);15-2-15 to 16-10-.0, Exterior(2) 16-10-0 to 21-0-15, Interior(1) 21-0-15 to 29-10-0 zone;C-C for members and ' forces & MW FRS for reactions shown;. Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to.prevent water ponding. 4) This truss has been designed for. a 10.0 psf bottom chord live load nonconcurrent.with any other live loads. 5) ', This truss has been designed for a live load of 20.Opsf on:the.bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and. any other members, with BCDL = 10.Opsf. " 6) Provide mechanical connection (by others) -of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=lb); 2=1523,'7=1523.. Thomas A.:Albani PE No:39380 MiTek USA,.Inc, FL Cert 6634 6964 Parks East Blvd. Tampa FL 33610 Date: January 8,2020 O:WARNING -Verify design parameters and READ NOTES ON. THIS AND INCLUDED MITEK REFERANCE PAGE M1h7473 rev. 1010312015 BEFORE USE: Design valid for use only with MITek® connectors. This design Is based only upon parameter s,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 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.collopse with possible personal Injuryand property damage. For general guidance regarding the: . fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Qualify Cdteda,:DSB.89 and BCSI BuOdtng Component' 6904 Parke East Blvd.. Safety Inforrnatlonovoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22$14. " Tampa, FL 33610- Job Truss Truss Type Qty Ply Wendy Hernandez T19072671 Q58272 A3.. HIP ... 1 1 .... ... Job Reference (optional) unambers truss, Inc., tort coerce, t-L ti.33U s UeC b ZU1 y MI I eK Inausines, Inc. vvea .Ian b U9:4t1:18 ZUZU rage 1 . " ID:BV025iuzHLHtY7rJPDAMiYy7lzY-yoGzHRJBx7rUxB7zXu67b17hcAQr8y9lm3CywDzxSRO 2.0-0 4-9-14 9.0-0 13-11-0 18-10-0 23-0-2 27-10-0 29-10-0 , 2-0-0 4.9-14 4-2-2 4-11-0 4-11-0 4-2-2 4-9-14 2-0-0 Scale = 1:51.9 7x8MT18HS=" 7x8 MT18HS = 3x4 = ... 4 20 5 21. ... 6 - - .. .. .. .. .. 5.00 12 2x3 2x3 . _ 3. ... 7 22 71 .19'' .. . a 2 .. 8 Of 9 3x8 = 3x6 =_ • . 3x8 = . 4x10= . . . .. 4xl0 _ 9=0-0' 18.10-0 27-10-0 9.0-0 9-10-0 9-0-0 Plate Offsets (X,Y)--[2:0-0-0,0-0-41,[4:0-4-0,0-1-131,16:0-4-0,0-1-131,[8:0-0-0,0-0-4] - LOADING (psf) SPACING- 2-0-0 CSI. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL" '1.25 TC- '0.86 , _DEFL. Vert(LL) . 0.64 10-12 >520 240 MT20 244/190 TCDL 7.6 . Lumber DOL i 1.25 BC ' 6:84 Vert(CT) -0.29 10-12 >999 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr. YES WB 0.43 Horz(CT) -0.13 8 n/a n/a BCDL 10.0 Code FBC20171TPI2014: Matrix -MS Weight: 133 lb FT = 201% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-9 oc puffins. BOT CHORD .2x4 SP M 30 `Except BOT CHORD Rigid ceiling directly.applied or 1-4-12 oc bracing.. 841 i 2x4 SP M 31. WEBS 2x4 SP IVo:3. REACTIONS. (lb/size)" 2=1138/0=3-8, 8=1138/0-3=8" Max Harz 2=163(LC 1'1) '- Max Uplift 2=-2290(LC 12), 8=-2290(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2156/5278; 3-4=-1854/4743, 475-' 1684/4515, 5-6=-1684/4520, 6-7=-1855/4749, 7-8= 2156/5278 BOT CHORD 2-12=-4725/1966, 10-12=-4345/1869, 8-10= 4771/1966 WEBS 3-12=-378/793, 4-12=-1461/480, 5-12=-333/441, 5-10=-332/438, 6-10=-1462/481,. 7-10=7377/785 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: 'ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4,2psf; BCDL=3.Opsf; h=46ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior 2 2 0 0 to 1-0-0, Interior 1 1-0-0 to 9-0-0, Exterior(2) 9-0=0 to 1372-15, Interior(1) 13-2-15 to 18-10-0, Extedor(2) 18,10-0 to 23-2-6, Interior(1) 23.2-6 to 29-10-0 zone; porch left and right exposed;C-C for members anti, forces & MWFRS for reactions shown; Lumber 1301_=1.60; plate grip DOL=1.60 3) 'Provide adequate drainage to prevent waterrponding: 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 16.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. .. ' 7) Provide mechanical connection (by others) of truss. to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=Ib) . 2=2290, 8=2290. Thomas A- Albani PE No:39380 MiTek USA, .Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 8,2020 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE'M11-7473 rev. 1W03/2015 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 Isto prevent,buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . MITek' is always required for stability and to prevent, collapse with possible personal Injury and property damage. For general guidance regarding the. - . fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPII Quality Criteria,:DSB-89 and SCSI Bulldtng Component' 6904 Parke;East Blvd. Safety Infonnationavailable from Truss Plate Institute, 218 N. Lee Street, Suite'312, Alexandria, VA 22314. - Tampa, FL 33610, ; Job Truss Truss Type Qty Ply Wendy Hemandez T19072672 058272 A4 HIP Job Reference (optional) cnamoers i russ, inc., ran rierce, rL „ V. ID:BV025iuzHLHtY7rJPDAMiYy71 zY-uBOji7KRTk5CBVHyeJ8bgSD??z9OcmyKENh3?5zxSR_ -2-0.0 r 7-0-0 - 13-11-0 •20-10.0 27-10.0 29-10-0 , 2-0=0 7.0-0 6.11-0 6-11-0 7-0.0 2-0-0 . Scale:='1:51.9 7x8 MT18HS 3 z0 ' 3x10 = 4 21 7xB MT18HS = 5: 3x4 = 4x6 = 2x3 II 3x4 = 410 = 7-0-0 13 11 0 20-10-0 27-10-0 7-0-0 6-11-0 6-11-0 7-0-0 Plate Offsets (X,Y)--[2:0-0-0,0-0-4],[3:0-4-8,0-2-0],[5:0-4-8,0-2-0],[6:0-0-0,0-0-4] LOADING (psf) SPACING- 2-070 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL " 1.25 TC.. '0.99 Vert(LL) 0.55 : 8-9 >608 240 MT20 .244/190 TCDL 7.0 Lumber DOL - 1.25 BC 0:61 Vert(CT) -0.26 8-9 >999 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT). -0.15 . 6 n/a n/a BCDL 10.0 Code FBC2017ffP12014, Matrix -MS Weight:124lb Fr 20% . LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD. Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD . Rigid ceiling directly.applied or 2-6-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1138/0-3-8, 6=1138/0-3-8 Max Horz 2=133(LC 11) Max Uplift 2= 2290(LC 12), 6=-2290(1_C 12) FORCES. (Ib) - Max. Comp./Max: Ten. -All forces 250 (lb) or except when shown.. TOP CHORD 2-3=-2077/5123, 3-4=-1878/4939, 4-5=-1878/4939, 5-6=-2077/5123 BOT CHORD 2-11=-4477/1857, 9-11=-5924/2476' 8-9=-5924/2476, 6-8=-4527/1857. WEBS 3-11=-1388/474, 4-11=-766/1609,"4-9=-625/255, 4-8=-766/1609, 5-8=-1388/474 - NOTES- . . 1) Unbalanced roof live loads have been considered for this'design. 2) Wind: ASCE 7-10; V0=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3,opsf; h=46ft; B=45ft; L=28ft; eave=41`t; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to.7-0-0,-Exterior(2) 7-0-0 to 11-2-15; Interior(1):11-2-15 to 20-10=0, Exterior(2) 20-10-0 to 25-0-15, Interior(1.) 25-0-15 to 29-10-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to.prevent water ponding. " ... 4) All.plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 lost bottom chord li4e 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 Ib uplift at joint(s) except at=lb) 2=2296, 6=2290. Thomas A.,Albani PE No:39380 Mi rek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: .. Jantia ry'8,2020 :WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 1010312312015 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 Qua1Hy CAterlo,:DSB-69 and BCSI Building Component 6904 Parke:East Blvd. Safety Inlotmafbtlovailoblefvom Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply Wendy Hernandez T19072673 Q58272 A5 Roof Special 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 6 Dec 5 2019 MiTek Industries, Inc. Wed Jan 8 09:413:16 2020 Page 1 ID:BV025iuzHLHtY7rJPDAMiYy71 zY-MNy5wTL3E2D3ofs8COggDfIIyNV6LLJTTI RcWYzxSQz 2-0-0 • 5-2-6 9-9.0 10-6- 14.8-0 18-10-0 23-0=2 27-10.0 29-10-0 2-0.0 . 5-2-6 4-6-10 9- ' 4-2-0 4-2-0. 4-2-2 4-9-14 2-0-0 Scale = 1:52.7 5x6 = 5x6 = 3x4.- 4x6. 4 s �. 3x5 = 2x3 11 3x4 = 46 .. 3x4 = 3x8 5-2-6 9-9-0 10-6- 14-8-0 18-10-0 27-10.0 5-2-6 4-fi-10 9- 4-2-0 4-2-0. 9.0-0 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [5 0-3-0,0-3-4], 19:0-0-10,Edge] • LOADING (pso SPACING- 2-0-0 " CSI. DEFL. in (lop) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC" 0:47 " Vert(LL) .-0.19"11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL ' . 1.25 BC 0:62 Vert(CT) ' -0.41 11-13 >808 240 - BCLL 0.0 ' Rep Stress Incr, YES WB . 0:27 Horz(CT) ..-0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TPI201, : . Matrix -MS Wind(LL) 0.51 11-13 >659 240 Weight: 141 lb FT = 20% LUMBER- -BRACING- TOP CHORD_ 2x4 SP M 30 TOP CHORD. Structural wood sheathing directly applied or 4-10-4 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly.applied or 4-8-14 oc bracing. WEBS - 2x4 SP No.3 " REACTIONS. (lb/size)' 2=1138/0-8-0, 9=1138/0-8-0 Max Horz 2=-173(LC 10). Max Uplift 2=-1523(LC 12), 9=-1523(LC 12) FORCES. (lb) -Max. Comp./Max: Ten.'- All forces 250 (lb) or less except when shown.. TOP CHORD 2-3= 2140/2483, 3-4=-1860/2282, 4-5=-1625/2124, 5-6=-1680/2165, 6-7=-1689/2151, 7-8=-1859/2218, 8-9=-2162/2608 BOT CHORD 2-15=-2035/1932, 14-15=-2035/1932, 13-14=-1666/1687, 11-13=-1925/1858, 9-11=-2155/1970 WEBS 5-13=-193/368, 7-11=-483/513,-6-13= 338/399, 6-11=-262/395,-8-11=-410/584, 4-14=-824/665, 3-14=-377/410 NOTES- 1) Unbalanced roof We loads have been considered for this design. 2) Wind: ASCE 7=16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4:2psf; BCDL=3.Opsf; h=46ft;.B=45ft; L=28ft; eave=4ft; Cat. .II; Exp C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1=0-0 to 9-9-0, Exterior(2) 979=0 to 1076-0, Interior(1) 10-6-0 to 18-10-0, Exterior(2) 18-10 0 to:21-10-0, Interior(1) 21-10-010 29 10 0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grjp,D0L=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 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: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=1523, 9=1523. Thomas A..Albani PE No:38380 MiTek USA,.Ihc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January8,2020 ' WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Ml1-7473 rev. fe/03/20f5 BEFORE USE: Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a,truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent.buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . MOW Is always required for stability and to prevent, collapse with possible personal Injury and property damage. For general guidance regarding the: . fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPI1 Quality Cdterla; DSB.89'and BCSI BuBdIng Component" 6904 Parke:East Blvd.. Safety Informatlonovollable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610, Job Truss Truss Type City :. Ply Wendy Hernandez T19072674 Q58272 B Common Job Reference (optional) Lnamoers i russ, mc., ron rierce, rL o,ao� �! — :, —"7'.,, , .. . ?..o„ ­' , -s- ,. . I D:BV025iuzHLHtY7rJPDAMiYy71 zY-gaW T7pMi?MLwQpRLmj83ltlVlntl4pKdhhA92_zxSQy -2-0-0' . 64 6 1 -9-0 14-3.10 19-6.0 2-0-0 5-2.6, 4-6-10 4.6-10 5.2-6a. Scale = 1:34.5 - .. 4Y5 = .. .. Plate Offsets (X Y)-- [2:0-0-6 Edge] 16:0-0-0 0-2-0] [6:0-1-6 Edge] LOADING (psf) SPACING- 2-0-0_ CSI. DEFL. in (loc) I/deft- Ud PLATES GRIP TCLL 20.0 Plate Grip DOL' " 1.25 TC.. '0.37 Vert(LL) -0:12': 7-11 >999 .360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.26 ' 7-11 >900 240 BCLL 0.0 ' Rep Stress Incr YES WB. .0.22 Horz(CT). -0.04,. 6 n/a 6/a BCDL' 10.0 Code FBC2017/TPI2014, Matrix -MS Wind(LL) 0.16 7-11 , >999 240 Weight: 85 lb FT = 20% . LUMBER- BRACING - TOP CHORD_ 2x4 SP M 30 TOP CHORD. Structural wood sheathing directly applied or 5-11-3 oc purlins. BOT CHORD -2x4 SP M 30 BOT CHORD . Rigid ceiling directly.applied or 5-10-15 oc bracing. WEBS 2x4 SP No.3 .. " " REACTIONS. (lb/size) 6=716/Mechanical, 2=835/0-8-0 Max Hors 2=178(LC 11.) .. Max Uplift 6=-859(LC 12), 2=-1165(LC 12) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (Ib) or less except when shown. " TOP CHORD 2-3= 1380/1677, 3-4=-1051/1241, 4-5=-1050/1245, 5-6=-1389/1741 BOT CHORD 2-7=-1415/1241, 6-7=-1494/1268 ' WEBS 4-7=-526/584, 5-7=-443/746, 3-7=-449/659 NOTES- . . 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170n1ph'(3-second gust) Vasd=132mph; TCDL=4.2psf; 9CDL=3.'Opsf; h=46ft; B=45ft; L=24ft; eave=4ft; Cat. ]I; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Eiderior(2) -270-0 to•1-0-0, Interior(1) 1-0-0 to,9-970,•Exterior(2) 9-9-0 to 12-9-0,'Interior (1) 12-9-0 to 19-6-0 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 2-0c0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. ' 6) Provide mechanical connection (by others)'of truss to bearing plate capable of withstanding 100 Ib upliftat joint(s) except Ot=lb)� 6=859, 2=1165.. ' 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 MITeke connectors. This design Is based only upon parameters shown, and is for an individual building component, not . . o,truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design• Bracing indicated is to prevent.buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek'. Is always required for stability and to prevent:collopse with possible personal Injury and property damage. For general guidance regarding the: . fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSI/rP11 Cua1By CrBarla, DSB-89 and BCSI BuOding Component 6904 Parke:East Blvd., Safety Informatlanavoilable from Truss Plate Institute, 218 N. Lee Street, Suite'312, Alexandria, VA 22314. Tampa, FL 33610 ; Job Truss Truss Type City Ply Wendy Hernandez T19072675 Q58272 131 Hip 1 1. Job Reference (optional) unamuers r russ, inc., run rierce, rL o.00u . u u cu r a 1- . cn u,uuauiea, 111U. aye , ID:BV025iuzHLHtWrJPDAMiYy71 zY-nydEYUNyXzbef6bjt8DXqINr3aaGY1v9?fG7szxSQw 2-O.p.. 4-9-14 .. 9-0-0 .. 10:8-0 ' .. 14-8-2 19.6.0. 2-0-0 4-9-14 4-2-2 1-6-0 4.2-2 4-9114 Scale = 1:35.0 . .. 4x5 - 44' _ 4 .. 5 - 3x5 = oar — - oay — . 4x4 = 2x3 I I 900 10-60 1960 9-0.0 1-6=0 9-0-0 Plate Offsets (X,Y)-- [2:0-0-6,Edgel, [7:0-0-0,0-2-01, [7:0-1-6,Edgel LOADING (psf) SPACING- 2-070 CSI. DEFL. in (lop) 'I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL' 1.25 TC.. 0:35 '' Vert(LL) -9.11' : 8-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 Bd 0.40 Vert(CT) -0.24 8-13 >977 240 BCLL 0.0 ' Rep Stress Incr. YES WB. 0.21 HOrc(CT)' ,-0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.14 8-13 >999 240 Weight: 89lb FT=20% LUMBER- -BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD. Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-10-5 oc bracing. WEBS 2x4 SP No.3 . REACTIONS. (lb/size) 7=716/Mechanical, 2=835/0-8-0 MaxHarz2=16B(LC 11) 'Max. Uplift 7— 859(LC 12), 2=-1165(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) -or less except when shown.. ' TOP CHORD 2-3=-1390/1694, 3-4=-1071/1293, 4-5=-1014/1285, 5-6=-1070/1299, 6-7=-1414/1776 BOT CHORD 2-9= 1437/1260; 8-9=-893/947, 7-8= 1534/1294 WEBS 3-9=-434/604, 4-9=-200/284, 5-8=-271/282, 6-8=427/711 NOTES-. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3,Opsf; h=46ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to•1-0-0, Interior(1) 1-0-0 to 9-O-O, Exterior(2) 9-0-0 to 14-10-6; Intedor(1)' 14-10-6 to 19-6-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber'DOL=1.60 plate. grip DOL=1.60 3) Provide adequate drainage to.prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ', This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Gt=lb) 7=859, 2=1165. " Thomas A.:Albani PE No:39380 MiTek USA, Inc. FL Cert 6634 6904 Paike East Blvd. Tampa FL 33610 Date: January8,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE 11,1I1-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with IvIITek® 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 . MOW.is always required for stability and to prevent. collapse with possible personal Injuryand property damage. For general guidance regarding the: . fabrication; storage; delivery, erection and bracing of trusses and truss systems, seeANSI/iPli Quallly Cilterla,:DSB$9 and SCSI Building Component 6904 Parke:East Blvd.. Safety Informationavailable from Truss Plate Institute, 2.18 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Wendy Hemandez T19072676 Q58272 B2 Hip 1 , Job Reference (optional) Vnamoers i russ, Inc., t-on vierce, r•L- o""u 5 r.rea a Zu I U IVII I UK II IUu5r11C5, Il lu. vvuy Jul O u.7.%o.L4 4vav rnyu 1 ID:BV025iuzHLHtY7rJ PDAMiYy71 zY-BXJ MAW QgquzCW aJIZHmESw? I BocC16BMrzuwjBzxSQt -2-0-0 7-0-0. 12-6.0 19.6.0 2-0-0 7-0-0. 5-6-0 -- 7-0.0 " Scale = 1:36.2 4x8 =; 4x8 = 3x4, _ zxa I I. 700 �x4 — 12-64 19-6-0 IM 7-0-0 5-6-0 - ---- 7-0-0 Plate Offsets (X Y)-- [3:0-5-4 0-2-4] [4:0-4-0 0-1-13] [5:0-1-2 Edge] [5:Edge 0-0-i1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud 'PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC • . 0.55 Vert(LL) -0.08 6-11 >999 360 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0:38 Vert(CT) ' -0.17 6-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0:12 Horz(CT) -0.03 5 n/a n/a 'BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.24 6-11 , >994 240..Weight: 81 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-10-7 oc bracing. . WEBS 2x4 SP No 3 REACTIONS. (lb/size) 5=716/Mechanical, 2=835/0-8-0 Max Horz 2=138(LC 11.) Max Uplift 5=-859(LC 12), 2=-.1165(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. TOP CHORD 2-3=-1289/1471, 3-4=-1164/1538, 4-5- 1294/1524 BOT CHORD 2-8=-1178/1130, 6-8=-1178/1137, 5-6=-1232/1150 WEBS 3-8=-6/251, 4-6=-43/254 NOTES- 1) 'Unbalanced roof live loads }have been considered for this design. 2) Wind: ASCE 7-10; V61t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3;0psf; h=46ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C ESdedor(2) -2-0-0 to_1-0-0, Interior(1) 1-0-0 to 7-0-0, Exterior(2) 7-0-0 to 11-2-15, Interior(l) 11-2-15 to 12-6-0, Exterior(2).12-6-0 to 16-8-15;1nterior(1) 16-8-15 to 19-6-0 zone;C-C for members and forces & MWFRS for -reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage, to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss has been designed for a live load of 20.Opsf on'the bottom chord in all areas where a rectangle 3-6-0-tall by 2-0-0 wide will fit between the:bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections.• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) . 5=859, 2=1165. Thomas A.:Albani PE No;39380 M[Tek USA, Ihc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January'8,2020 Q 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 WTek® 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 Cdteda,:DS6-11119 and BCSI Bugding Component 6904 Parke East Blvd. Safety Infonnatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Wendy Hernandez T19072677 Q58272 E Common 2 1. Job Reference (optional)' unameers I russ, Inc., tort Tierce, n.ddu s uec a zu 1 y ml 1 eK mausules, mc. vveu uan a uu;4a:e j eueu rage 1 ID:BV025iuzHLHtY7rJPDAMiYy7l zY-fftiOsQSbC538kuU6_IT?BYW3C?XUZBV4ddUGezxSQs 2-0-0 4-6-0 9-0.0 11-0-0 2-0-0 4.6-0 4-6-0 — 2-0-0 Scale:l/2"=l' .. 4x4 = - 3. 0 4-6.0 4-6-0 r-I61C'11HbMb tAI)-- [Y.V-V-V1Cu'4-1 LOADING (psf) SPACING- 2-0-0, CSI. DEFL. in (loc) I/dell Ud ''PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC. 0.35 Vert(LL) -0.01 6-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 'BC - 0:18 Vert(CT) ' -0.02' 6-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB. 0:08 Horz(CT) 0.00 4 n/a . n/a BCDL' 10.0 Code FBC2017/TP12014: Matrix -MS Wind(LL) 0.03 6-12 >999 240 1 Weight: 37 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 SIP M 30 BOT CHORD . Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS - 2x4 SP No.3 REACTIONS. (lb/size) 2=441/0-8-0, 4=441/0-8-0 Max-Horz 2=-96(LC 10). . Max Uplift 2=-677(LC 12), 4=-677(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.. TOP CHORD 2-3=-533/457', 3-4=-533/457 BOT CHORD 2-6=-187/452,'4-6=-187/452 NOTES- 1) Unbalanced roof live loads have been considered for this design. .. 2) W'i id: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Op6f; h=46ft; B=45ft; L=24ft; e6ve=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 4-6-0, Exterioi�(2) 4-6-0 to 7-6-0, Interior(1) 7-6-0 to 11-0-0 2one;C-C for members and forces & MWFRS,for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This it 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 bot(om.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 (jt=lb) 2=67714=677. Thomas A. Albani PE No:39380 MTek USA, Inc. FL Cert 6634 6994 Parke East Blvd. Tampa FL 33610 Date: Januar y 8,2020 A:WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 verlfy the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent,buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing.. M ITek• Is always required for stability and to prevent.collopse with possible personal Injuryand property damage. For general guidance regarding the: . . fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSVIPl1 Quality Crfterla, DSS4B9 and SCSI BuOding Component 6904 Parke:Easi Blvd. Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Sulte' 312, Alexandria, VA 22314. r Tampa, FIL 33610 ' Job Truss Truss Type, Qty :- Ply Wendy Hernandez T19072678 Q58272 GE Common Supported Gable " 1 1 Job Reference (optional)` Unamoers I russ, Inc., Fort Fierce, FL n.a:fU s Uec 5 ZU1 y Mi I eK InausmeS, Inc. vvea dan a ua:4e:Z4 Zuzu rage 1 ID:BV025iuzHLHtY7rJPDAMiYy71 zY-.7wR7bCR5LVDwmtThghpiXL4ejbNCDI pelHNl o4zxSQr -2-0-0 4-6-0 . 9-0-0 - 11-0-0 2-0-0 4-6-0 4.6-0 2-0-0, Scale:10=1' .. 4x4 = .. 4 . .. .. 5:00 F12 . 2x3. II ' ... .. 2x3 3 5 .. 13 14 .. .. .... .... ... .. ... a .. 2 .: .. Li Io 7 . 10 .. .9'.' g ... ... 4x5 2x3 I � ;� � . . , 2x3 12x3 11 4x5 =: 9-0-0 LOADING (psf) SPACING- 2-0=0 '- CSI. • DEFL. in (oc) ' I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.55- Vert(LL) -0.03 7 n/n 120 MT20 244/190 TCDL 7.0 Lumber DOL " ' 1.25 BC . '0:03 Vert(CT) -0.04' : 7 n/r 90 BCLL 0.0 :` Rep Stress Incir YES WB " 0.05 " Horz(CT) 0.00 " 6 n/a n/a " BCDL 10.0 Code FBC2017/TPI2014 Matrix-S. Weight: 40 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.' OTHERS : 2x4 SP M 30 REACTIONS. All bearings 9-0-0. " (lb) - Max Horz •2=-96(LC 10) Max Uplift All uplift 100. lb.or less at joint(s)' 9 except 2-. 538(LC 12), 6-=538(LC 12), 10=-100(LC-12), 8'-100(LC 12) - - Max,Grav All reactions 250 Ito or less at joint(s) 2, 6, 9, 10, 8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.' TOP CHORD 4-5=-73/254 WEBS 3-10=-232/432, 5-8=-233/432 " NOTES- .. 1) 'Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3 Opsf; h=46ft; B=45ft; L=24ft;, eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Cbmer(3) -2-070 to 1-0-0, Exterior(2) 1-0-0 to 4-670, Comer(3) 4-6-0 to 7-6-0, Exterior(2) 7-6-0 to 11-0-0 zone;C=C for members and forces-&"MWFRS for reactions Shown; "Lumber. DOL=1.60 plate grip; , DOL=1.60 . 3) .Truss designed for wind loads in the plane of the truss only.. For studs exposed to wind.(normal to the face), see Standard Industry " Gable End Details as.applicable,.or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. " " - 6) This truss has been designed for a 10.0 psf bottom chord live load'nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will .fit between the bottom chord and any other members: " 8) Provide mechanical connection (by others) of truss fo-bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except at=1b) 2=538, 6=538, 10=100, 8=100: Thomas A.:Albani PE No:39380 MiTek USA,:Inc, FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610" " Date; " January 8,2020 0 WARNING -Verify design parametera and READ NOTES ON. THIS AND INCLUDED MITEK REFERANCEPAGE MII-7473 rev. 10/03/2015 BEFORE USE: Design valid for use only with MiTek®connectors. fiis desigri Is based only upon parameTers:shown, and Is for an Individual building componenT, noT�• _ o.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 Isla 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 :.. MI lek' .. . fabrication; storage; delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Cdteda,'DSB-69 and Best Building Component" .. "' 6904 Parke:East Blvd. Safety Informatlonavallable from Truss Plate Institute, 218 N. Lee Street; Suite3,12, Alexandria, VA 22314. Tampa, FL 33610 - Job Truss Truss Type City Ply Wendy Hemandez T19072679 Q58272 GRA HIP. GIRDER 1 2 ' ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Dec5 2019 MiTek Industries, Inc. Wed Jan 8 09:48:28 2020 Page 1 ID:BV025iuzHLHtY7rJPDAMiYy71zY-OhgeRZUbPkkMFVnSvXteiBFFyDdP9g4EDvLFxrzxSQn 2-0 0 5-0-0 10-11-15 16-10-1 22-10-0 27-10-0 29-10-0 2-0-0 5-0.0 .. 5-11-15 5-10-3 5-11-15 5-0-0 2-0.0 Scale.='1:51.9 5x8 MT18HS = 4x4 p 3x4 = 5x8 MT1BHS WB = 5.00 12 - .. .. .. 5x6'— — ' '. 3 21 22 4 23 5.:'. 6 24 25-. 7 8 'N N 2 9 ]� 10 4x4 = - 3x6 01 14_ 26 27 13' 12 28 29 .. 11. 30 31 ' - 2x3 I " 3x4 = - 3x6 = 4x6 =; � 3x4 = - 5-0-0 10-11-15 16-10-1 22-10.0 27-10-0 55 0-0 5-11-15 5-10-3 5-11-15 5-0-0 Plate Offsets (X Y)-- 12:0-0-10 Edge] [3:0-5-12 0-2-8] [5:0-4-0 Edge] 17:0-3-12,0-2-81, [8:0-0-10,Edge] LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip; DOL 1.25 TC 0:85 Vert(LL) 0.81 11-13 >413 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) 0.74 11-13 >453 '180' MT18HS 244/190 BCLL . 0.0 ' Rep Stress Incr. NO WB. 0'.73 Horz(CT) -0.,16 . 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 - Matrix -MS Weight: 259 lb FT = 20% . . LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD. Structural wood sheathing directly applied or 6-0-0 oc pydins. BOT CHORD 2x4 SP M 30 BOT CHORD . Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2x4 SP No.3 " OTHERS, 2x4 SP N6.3 REACTIONS. (lb/size) 2=1665/6-3-8, 8=1666/0-3-8 Max Horz 2=104(LC 7) . Max Uplift 2=-3385(LC 8), 8=-8387(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3553/7012; 3-4=-5268/10744, 4-6=-5274/10759, 6-7=-3299/6683, 7-8=-3553/7012 BOT CHORD ' 2-14=-6232/3235, 13-14=-6259/3250, 11-13=-10446/5268, 10-11— 10449/5274, 8-10=-6260/3236 WEBS .. 3-14=-411/361, 3-13=-4443/2179,.4-13= 510/987, 6-11=-495/374, 6-1 0=-2138/436 1, 7-10=-1890/930 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "xX) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom -chords connected as -follows: 2x4 = 1 row at 0-9-0 oc... .. Webs connected as follows:2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided.to distribute only loads noted as F or B unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. ' 4) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4:2psf; BCDL=3.Opsf; h=46ft; B=45ft; L=28ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated: . 7) This truss:has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.' 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between • thebottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=lb) 2=3385, 8=3387. 10)' Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 291. lb.down and 524 lb up at • . ... . . 5-0-0, 75 lb down and 238 lb up at 7-0=12,.75 lb down and 238 Ib up at :9-0-12, 75 lb down and_2381b, up at: 11-0-12, 75 Ib ddwn Thomas A: Albani PE 1109380 and 238 lb up at. 13-0-12, 75 lb down and 238 lb up at 14-9-4, 75 lb down and 238 lb up at 16-9-4, 75 Ib down and 238 lb up at MiTek USA, lhc. FL Carl 8634 18-9=4, and 75 Ib'down and 238 lb up at 20-9-4, and 291 lb down and 524 lb up at 22-10-0 on'top chord, and 199 lb down and 84 '11-0-12, 6904 Parke East Blvd. Tampa FL 33610 lb up at 5-0-0, 46 Ib:down and 78 lb up at 7-0-12,:46 [b down and 78 lb up at 9-0-:12, 46 lb down and 78 lb up'at 46 lb down and 78 lb up at 13-0-12, 46 lb down and 78 lb up at: 14-9-4, 46 lb down and 78 Ib.up at 16-9-4, 46 lb down and 78 lb up at Date; 18-9-4, and 46 lb:down and 78 lb up.at. 20-9-4; and 199 lb down and 84 lb up at 22-9-4 on bottom.chord. The'design/selection of January 8,2020 such' connection device(s) is the resDonsibility of others ,& WARNING -Verify design parameters and READ NOTES ON. THIS AND INCLUDED MITEK REFERANCE PAGEMIP7473 rev. 1010312015 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon parameters,shown, and Is for an individual building component, not .a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - MiTek Is always required for stability and to prevent.collapse with possible personal Injuryand property damage. For general guidance regarding the : . ' .. ' fabrication, storage: delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Cdtada; DSB.89 and SCSI BuBdtng Component 6904 Parke:East Blvd. Safety Infomlatloravallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FIL 33610 Jab Truss Truss Type Qty . _ Ply Wendy Hemandez T19072679 Q58272 GRA H1P GIRDER 1 2 Job Reference (optional) L;namoers I russ, Inc., ron rierce, rL 0.00Y s uac Y— —. ray. c ID:BV025iuzHLHtY7rJPDAMiYy71zY70hgeRZUbPkkMFVnSvXteiBFFyDdP9g4EDvLFxrzxSQn LOAD CASE(S)' Standard 1.) Dead + Roof Live (balanced): Lumber Increase=1.25,. Plate Increase=1.25 Uniform Loads (plf) - Vert: 1-3=-54, 3-7=-54; 7-9=-54, 15-18— 20 Concentrated Loads (Ib) Vert:3=-116(F) 5=-53(F) 7=-116(F).14=-64(F) 13=-33(F)4= 53(F):11=-33(F) 6=-53(F) 10=764(F) 21=-53(F) 22=-53(F) 23=-53(F) 24=-53(F) 25=-53(F) 26=-33(1`) 27=-33(F) 28=-33(F).29=-33(F) 30=-33(F) 31=-33(F) . WARNING- Verify design parameters and READ NOTES ON�THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/0.?/2015 BEFORE USE: � ' Design valid for use only with MITek® connectors. This design is based only upon parametersshown, and Is for an Individual building component, not � �. a.truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing indicated is to prevent. buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing. T MI lek�. " 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, seeANSVMIl Quality Cri erla,M111.89 and -BCSI Bull Component' 6904 Parke:East Blvd. Safety Informatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610, . Job Truss Truss Type Oty Ply Wendy Hernandez T19072680 05B272 GRB ROOF SPECIAL GIRDER "' 1 1 Job Reference (optional) t namoers I russ, inc., rOn rlerce, r-L t"JU s uec o zui u MI I eK Inausmes, Inc. Vvea Jan is uu:4o:Jz zUZU rage i I D: BV025iuzHLHtY.7rJ PDAMiYy71 zY-uSw8GxX6TzEoj64DBNyas10vggvg5PEg8W JS4czxSOj -2-0.0' 4-7-3 5-2-6 9-9-0 f2-6.0. 16-8-0 20-1l 24.0-2 27-10=0 29-61 , 2-0-0 4-7-3 -7- 4-6-10 2+9-0. 4-2-0 4-2-0 3-2-2. 3-9-14 " 2-0-0 Scale = 1:52.7 5x8 MT:1 BHS = .. .. 4 7xB MT18HS= v u nnr uuc_� 01 -L- V-O-IV-y-V IG-O-U 10-0•U LU•IU-U G4-V-L LI-IV-U 3-4-3 1-2-6 2+9.0 4-2-0 4-2-0 3-2-2 3-9.14 Plate Offsets (X,Y)-- [7:0-5-8,0-3-0], [9:0-2-14,Edge], [11:0-4-0,0-4-4], [15:0-1-8 0-1-8] . LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) 'Udefl Ud 'PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL), 0.66 11-12 >505 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT)-0.43-11-12 >770 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB. .0:98 Horz(CT) -0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014; Matrix -MS Weight: 189 lb FT = 20% . . LUMBER- BRACING - TOP CHORD 2x4 SP M 30 'Except` TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc pudins: 5-7: 2x6 SP No.2 BOT CHORD : Rigid ceiling directly applied or 3-0-6 oc bracing. BOT CHORD 2x6 SP No.2 'Except* 9-14: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1606/0-8=0,:9=2312/0-8-0 Max Horz 2=173(LC 7) ' Max Uplift 2=-2212(LC 8), 9=-3284(LC 8) . FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250'(lb)_or less except when shown. TOP CHORD 2-3= 3383/4439, 3-4=-3073/4014','4-5= 3036/4034, 5-6=-4426/5966, 6-7=-4882/6794, 7-8=-5207/7156, 8-9=-5353/7332 v.. BOT CHORD 2-15=-3840/3102, 13-15=-5531/4402, 12-13=-6795/5271, 11-12=-6795/5271, 9-11=-6512/4903 WEBS 5-13=-766/501., 6-13— 1127/1661, 6-12=-536/489, 6-11=-908/1057, 7-11=-216611705, 8-11=-291/447, 4-15=-2707/2106, 5-15� 2329/3293, 3-15=-365/676 NOTES- .. .1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph.(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=46ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1:60. , 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. " 6) ' This truss has been.de.signed 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) except at=lb) 2=2212, 9=3284.' 8) Use USP HUS26 (With 14-16d nails'into Girder & 6-16d nails into_Truss)'or equivalent at 19-6-12 tiom the left end to connect . truss(es) to back face of bottom chord. . 9) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent at 20-9-10 from the left end: to connect truss(es) to back face of bottom -chord: 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or. other connection device(s) shall be provided sufficierit:to support. concentrated load(s)'231, lb down and 575 lb up at _ :. Thomas A.:Albani PE No:38380 20-10-0 on top chord. The design/selection of such connection device(s): is the responsibility of others. MTek USA,Jne, F.L Cert 6634 12) In the LOAD CASE(§) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd, Tampa FL 33610 LOAD CASE(S) Standard Date: " January 8,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. • ' Design valid for use only with MI.TekO connectors. This design is based only upon parameters shown,'and is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is 10 prevent. buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to preventcollapse 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 Cdtoda,:DSB-69 and SCSI Bullding Component' 6904 Parke_Easi Blvd. Safety Informatlonovailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply Wendy Hemandez T19072680 Q58272 GRB' ROOF SPECIAL GIRDER Job Reference (optional) ' WARNING - Verily design paiamerei4 and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev. f 0/03/2015 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 M ITek Is always required for stability and to preventcollopse with possible personal Injury and property damage. For general guidance regarding the. fabrication; storage; delivery, erection and bracing of trusses and truss systems, seeANSVTPl1 Quality Crlterla,:DS8-1119 and BCSI Building Component ". 6904 Parke:East Blvd., Safety Inforrnatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Wendy Hernandez T19072681 Q58272 GRC JACK -OPEN GIRDER "' 1 1. "' Job Reference (optional) cnamoers I russ, Inc., MR r•Ierce, rL O.00a 5 Ut?U D LV IC Na 1 VK II IUUJ[IItlJ, 1!". "..0 , O VJ,90 c . r !J. ID:BV025iuzHLHtY7rJPDAMIiYy7l zY-rrl vhdZM?aUVzQEcFo_2xSVNQdaXZMS7bgoZ9VzxSQh 382 700 3=8+2p 3-3-14 2x3 I I - - Scale = 1:20.1 3 4 6x8 = 7-0-0 3-3-14 Plate Offsets (X,Y)-- [1:0 2-4;0-0-2], [4:Edge,0-4-8] - LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) ;I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL "' 1.25 TC. 0.47 Vert(LL) ' 0.09 _ 5-7 >883 240 MT20 244/190 . TCDL TO Lumber DOL 1.25 BC 0.86 Vert(CT) -0.06 5-7 >999 240 BCLL 0.0 Rep Stress Incr NO W B .0.81 Horz(CT) . -0.02 4 n/a n/a BCDL� 10.0 Code FBC2017ITP12014: Matrix -MP glut: 38 lb FT — 20,/ . .Wei — LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD, Structural wood sheathing directly applied or 4-9=15 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly.applied or 3-11-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=14:10/0-8-0, 4=1185/Mechanical . Max•Horz 1=298(LC 21) ... ' :Max. Uplift 1=-1684(LC 8), 4=:1528(1_C 8) FORCES. (Ib) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown.. TOP CHORD 1-2=-2064/2404 .. BOT CHORD 1-5=-2452/1908; 4-5= 2452/1908 WEBS "2-4=-2107/2706, 2-5=-1683/1432 NOTES- . 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=46ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18;'MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for 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. 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 Ito uplift at joint(s) except (jt=lb) 1=1684, 4=1528. 6) Use USP HUS26•(With 14-16d nails,into Girder & 6=16d nails into Truss) or equivalent spaced at,24-0 oc max. starting at 1=0-12 . from the left end to 5-0-12 to connect truss(es) to front face of bottom chord. - 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S).section, loads applied to the face of the truss are not as front (F) or back (B). " LOAD,CASE(S) Standard .: 1) Dead,+ Roof:Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform toads (plf) Vert: 1-3=-54, 1-4=-20 Concentrated Loads.(Ib)': Vert: 7=-696(F) 8-496(F) 9=-696(F) Thomas A.:Albani PE No:39380 MiTek USA, jnc.. F.L Cert 6634 ... ... ... 6904 Parke East Blvd. Tampa FL 33610 Date: . January 8,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03,2015 BEFORE USE: Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a.truss system. Before use: the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design, Bracing indicated is to prevent, buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . T M I l ek• 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 CrIteda,:DSB49'and SCSI Bu[Iding Component 6904 Parke:East Blvd., Safety Infonnationovallable from Truss Plate Institute, 218 N. Lee Street, Suite312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty :. Ply Wendy Hernandez T19072682 Q58272 GRID Hip Girder 1 1. " Job Reference (optional) unamoers I russ, Inc., ror[ rleree, rL D.oaU b v.. O GU IV IVII I UK II IUUJIII.S, II IF VV.. d!, U . ,qU LUG. ray. I - ID:BV025iuzHLHtY7rJPDAMiYy71 zY-nE9f6lbcXBkDgO_ND1 WOtafIRNF.1 KFP3BHgDNzxSQf 2-0.0 5=0=0 9-9-0 14.6-0 _ , 19-6-0 2-0-0 5-0-0 4-9-0 4-9.0 5-0-0 Scale = 1:35.8 5x8 MT,18HS aMT18HS — 3x5 I 5xB — . .. .3 17 ... 18 19 4 20 5 .. .. . . . 5.00 12 .. ' - 6 Cy I6 10 21 9 22 B 23 24 7 Plate Offsets (X Y)-- [2:0-8-0,0-0-10], [3:0-5-12,0-2-81, [5:0-5-12,0-2-81, [6:0-8-0,0-0,101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) :I/deft Ud PLATES GRIP TCLL 20.0 " Plate Grip DOL 1.25 TC.. 0.76 Vert(LL) 0.33' 8 >710 240 MT20 244/190 TCDL 7.0.. Lumber DOL' 1.25 BC 6.39 Vert(CT) -0.19 8-10 >999 240' :. MT18HS 244M90 - BCLL 0.0 Rep Stress [nor NO WB .0.53 Horz(CT) .-0.08 6 n/a n/a BCDL 10.0 Code FBC2017/TP1201, , Matrix -MS Weight: 85 lb FT = 20% LUMBER- BRACING-. . TOP CHORD 2x4 SP M 30 TOP CHORD 'Structural wood sheathing directly applied or 4-2-14 oc purlins. BOT CHORD . 2x4 SP M 30 BOT CHORD . Rigid ceiling directly applied or 4-0-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=10.50/0-8-0, 2=1169/0-8-0 Max Horz 2=121(LC 8) Max Uplift 6=-1562(LC 8); 2=-1867(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. TOP CHORD 2-3=-2265/3395, 3-4=-2720/4207, 4-5=-2720/4207, 5-6=-2288/3490 BOT CHORD 2-10==2992/2046, 8-10= 3004/2059, 7-8=-3107/2094, 6-7=-3092/2080 WEBS 3-10=-175/315, 3-8— 1105/767, 4-8=-429/848, 5-8=-1044/750, 5=7=-224/319 NOTES- 1) Unbalanced roof live loads have been considered for this,design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3;Opsf; h=46ft; B=45ft; L=24ft;. gave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS(directional); Lumber DOL=1.60 plate,grip DOL=1:60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with.any other live loads. . .. . 6) ' This truss has been designed for a live load of 20.Opsf on the.bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of. withstanding 100 lb uplift at joint(s) except at=lb) 6=1562, 2=1867. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support -concentrated load(s) 291 lb down and 524 lb up at 5-0-0, 67 lb down and 223 lb up at 7-0-12, 67 lb down and 223 lb up at 9-0-12, 67.Ib down and 223 lb up at 10-5-4, and 67:Ib down and 223 lb up at 12-5-4, end.291 lb down and 524 lb up at.14-6-0 on top chord, and 121.Ib down and 208 lb up.at 5-0-.0, 38 Ito down and 26 Ib up at,7-0-12, 38 Ib down and 26 Ib up at ,9-0-12, 38 Ib down and;26 Ib up at 10-5-4, and 38 Ib down and 26.Ib up at 12-5-4, and 121 lb down and 208 lb up. at 14-5-4 on bottom chord.. The desigri/selection of such;connection device(s) is the . responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ' LOAD CASE(S) Standard 1) Dead + Roof Live. (balanced)' Lumber Increase=1.25, Plate Increase=1.25. Uniform .Loads (plf) " Thomas A;:AlbaniPENo:39380 Vert: 1-3=-54, 3-5=-54, 5-6=:54, 11=14=-20 MiTek USA,.Inc, F.L Cert8634 6904 Parke East Blvd. Tampa FL 33610: Date: Janua ry'8,2020 :WARNING -Verify design parainetbrs and READ NOTES ON. THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parometers,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 . M!Tek'. Is always required for stability and to prevent. collapse with possible personal Injuryand property damage. For general guidance regarding the : .. fabrication; storage; delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Quality Cdteda, DSB-69 and SCSI BuBding Component" 6904 Parke.East Blvd., Safety Informationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type oty Ply Wendy Hernandez T19072682 Q58272 GRID Hip Girder 1 1. Job Reference (optional) A:WARNING - Verifyn aMtheters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE, design P Design valid for use only with Iviifek®connectors. This design Is based only upon parameters,shown, and Is for an Individual bullcJing component, not �• a truss system. Before use; then 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 alwaysrequiredfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, seeANSVMII Quality Criterla,:D51111-89'and BCSI Building Componont' 6904 Parke.East Blvd. Safety Inlormationavoiloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty :. Ply Wendy Hernandez " T19072683 Q58272 A ` JACK -OPEN 10 1- Job Reference (optional) 100 1.0.0 Plate Offsets (X Y)-- 12:0-5-10 0-0-8] LOADING (psf) SPACING- 2-0-0' CSI. DEFL. in (loc) _I/defl Ud PLATES GRIP TCLL 20.0 _ Plate Grip DOL 1.25 TC 0:35 : Vert(LL) . 5 >999 360 MT20 244/190 TCDL 7.0 :. Lumber DOL 1.25 BC 0.17 .0.00': Vert(CT) 0.00 5 >999 :240 " BCLL 0.0 `' Rep Stress Incr YES W13 0'00 Horz(CT) . 0.00 . 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014_ Matrix -MP Wind(LL) -0.00 5 : >999 240 ...Weight: fi Ib FT = 20% - LUMBER- -BRACING- TOP CHORD 2x4 SIP M 30 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins: BOT CHORD . 2x4 SP No.3 BOT CHORD i Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size): .3=-29/Mechanical, 2=254/0 8-0, 4=-44/Mechanical Max Harz 2=164(LC 12) Max Uplift 3=-29(LC 1), 2=-630(LC 12); 4=44(1_C 1) Max Grav 3=111(LC 12),:2=254(LC 1), 4=158(LC 12) : FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE'7-10; Vult=170mph (3-second, gust)Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=46ft'B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 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 0 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on.the bottom chord in all areas where a rectangle 3-6-0,tall by 2-0-0 wide Will fit between•the_bottom chord'and any other,members: 4) Refer to:girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=630: Thomas A.:Albani PE No:36360 MiTek USA, Ino, FL Cart 6634 6504 Parke East Blvd. Tampa FL 33610 bate: January 8,2020 :WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE.�- Design valid for use only with M1706 connectors. This design Is based only upon parameters shown, and is for an individual building component, not a,truss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design, Bracing Indicated Is to prevent.buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . MiTek'. Is always required for stability and to prevent. collapse with possible personal Injury.and property damage. For general guidance regarding the: . . fabrication, storage; delivery, erection and bracing of trusses and truss systems, seeANSI/IPI1 Quality CAI®da, DSB-89 and BCSI Bu9ding Component 6904 Parke:East Blvd.. Safety Infaenatlotlavailable from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314. - Tampa, FL 33610 Job Truss a Truss Type a City :. Ply Wendy Hernandez T19072684 Q58272 J3' ": JACK -OPEN 10 1. .. Job Reference (optional) GhamberS I russ, Inc., Fort Hierce, FL - - 8.330 s I)ec 5 2ul9 MI I eK industries, mC. vved-.Ian 8 09:48:37 2U2U rage 1 ID:BV025iuzHLHtY7rJPDAMiYy71 zY-FQj1 KebEIVs4gtzBxwYIZ57vXr12mvnZloODIgzxSQe -2-0-0 3-0-0 2-0-0 3-0.0. Scale = 1:12.4 f�. f- 3.0 0 In 6 o- N 3-0-0 Plate Offsets (X,Y)-- [2:0-5-6,0-0-4] ' LOADING (psf) SPACING- 2-070 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip, DOL ' 1.25 TC.. 0.35 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,29 ' Vert(CT) -0.00, 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 FBC2017fTP12014 Matrix -MP .Weight: 13 lb FT = 20'/0 ; LUMBER- BRACING - TOP CHORD_ 2x4 SP M 30 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=52/Meohanical, 2=253/0-8-0, 4=20/Mechanical Max Horz 2=248(LC 12) Max -Uplift 3=-9b(LC'12), 2=-566(LC 12), 4=-60(LC 9) Max Grav 3=52(LC 1), 2=253(LC 1), 4=45(LC 3) FORCES. (lb) - Max. Comp./Max:'Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=46ft;'B=4511; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to'1-0-0, Interior(1) 1-0-0 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 20.0psf orl: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) Referto.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=566. Thomas A.Albani PE No:39380 MiTek USA, Inc, FL Cert 6634 6964 P dike East Blvd. Tampa FL 33810 Date: ''January8,2020 & :WARNING - Verily design parameters and READ NOTES ON. THIS AND INCLUDED MITEK REFERANCE PAGE'M11-7473 rev. 1010312015 BEFORE USE. ' ' Design valid for use only with MITek® connectors. This design is based only upon parameters'snown, and is for an Individual bullding component, not • a truss system. Before use; the bullding designer must verify the applicability of design parameters and properly Incorporate this design into the overall _. . . .. building design. Bracing indicated is to prevent. buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing . MITek-. Is always required for stability and to prevent. collapse with possible personal injuryand property damage. For general guidance regarding the: - fabrication; storage; delivery, erection and bracing of trusses and truss systems, seeANSV1P11 Quality Crlforla,:DS8-69'and BCSI BuBding Componont- 6904 Parke:East Blvd., Safety Informatbrwvailable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty ' :. Ply Wendy Hemandez T19072685 Q58272 J5 "' Jack -Open 4 1 Job Reference (optional) L;namaerS I russ, Inc., fort rlerce, FL C.J:fU s uBc o zul u mi I eK Inauslnes Inc. yvea Jan o wc4moo zuzu rage r ID:BV025iuzHLHtY7rJPDAMiYy71 zY-jcHPX_ct2o_xR1 XNUe3_6lfwkFOPVMI iW SmnlGzxSQd -3-4.0 5-0-0 3-4.0 5-0-0 Scale = 1:21.8 REQUIRED 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.02 4-7 >999 360 MT20, 244/190 TCDL 7.0 Lumber DOL . 1.25 BC 0.61 Vert(CT) -0.04 . 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) 0.06. 4-7 >999 240 Weight:21 lb. FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied,' BOT CHORD 2x4 SO No.3 BOT CHORD. Rigid ceiling directlyapplied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except at=length) 2=0-8-0. (lb) - Max Hori-2=356(LC 12) Max Uplift All uplift 100 Ito or less at joint(s) 4; except 1=-103(LC 12), 3=-207(LC 12), 2= 407(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 3, 4 except 2=403(LC 1) FORCES. (lb) _ Max. Comp./Max. Ten.-- All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=46ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 73-3-4 to 0-0-0, Interior(1) 0-0-0 to 4-11-4 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 girders), for truss to.truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplik at joiilt(s) 4 except Qt=10) 1=103, 3=207, 2=407. Thomas A: Albani PE No:39380 MiTek USA,.Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 8,2020 & WARNING -Verify design parameters and READ NOTES ON -THIS AND INCLUDED MITEK REFERANCEPAGE M11-7473 rev. 10/03/2015 BEFORE USE, Design valid for use only with IAITekO 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 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: , , : ,East fabrication; storage; delivery, erection and bracing of trusses and truss systems, seeANSVrP1I Cualty CrBoda,:DSB-89'and BCSI Building Component' 6904 Parke:Blvd.. Safety Informatlanavallable from Truss Plate Institute, 218 N. Lee Street, Suite' 312, Alexandria, VA 22314. Tampa, FL 33610- Job Truss Truss Type Qty Ply Wendy Hemandez T19072686 Q58272 J5A JACK -OPEN 14 1 Job Reference (optional)' L;namoers I russ, Inc., Fort Fierce, r� 2.0 2-0 8.330 s Dec 5 2019 MiTek Industries, Inc. Wed Jan 8 09:48:39 2020 Page 1 I D:BV025i uzHLHtY7rJPDAMiYy71 zY-BorokKdVp66o3B6Z2LaDeW CE W eP.YEpHsl6VKgizxSQc 5.0.0 . 5-0-0 Scale = 1:16.4 5.0.0 .. 5-0.0 . Plate Offsets (X,Y)-- [2:0,0-6;Edoe] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lop) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 0.45 Vert(LL) 0.14 4-7 >412 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 ITC BC 0.42 Vert(CT) -0.04 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 Weight: 19 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD. Structural wood sheathing directly applied or 5-0=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=107/Mechanical, 2=31310-8-0, 4=53/Mechanical Max Horz 2=335(LC 12) Max Uplift 3=-221(LC 12),,2=-649(LC 12), 4=-119(LC.9). , Max Grav 3=107(LC 1), 2=313(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=170mph (3-second, gust) Vasd=132mph; TCDL=4'.2psf; BCDL=3.Opsf; h=46ft; 13=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 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 20.0psf on the bottom chord in all areas'where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other.members: 4) Refer to.girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)' . 3=221, 2=649, 4=119. Thomas A.:Albani PE No;39380 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 8,2020 0 .WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 101=015 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 isto prevent,buckling of individual truss web and/or chord members only. Additlonal temporary and permanent bracing . MOW always required for stability and to prevent. collapse with possible personal Injury and property damage. For general guidance regarding the fabrication; storage; delivery, erection and bracing of trusses and truss systems, seeANSIM11 Quality Cdtedo,:DSB-89 and BCSI Building Component 6904 Parke:East Blvd. Safety Informatlonavallabie from Truss Plate Institute, 2.18 N. Lee Street, Suite312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City I Ply Wendy Hernandez T19072687 Q58272 J7 JACK -OPEN 1 1 Job Reference (optional) Gnamoers I russ, Inc., t-on rlerce, t-L b.JJU s U8c b ZU19 MI I eK Inausmes, Iric. vvea Uan tl uy: iu:4 r zuzu rage r I D:BV025i uzHLHtY7rJ PDAMiYy71 zY-7ByY90el LjM W IVGyAmchjxH W ES3Tijm9DQ_RubzxSQa -2-0.0 7-0-0 -' 2.0.0 7-0-0 0 0 1 0 m Scale = 1:20.4 7-0.0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25' TC 0.69 Vert(LL) -0.07 4-7 '>999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC '0.46 Vert(CT) -0.17 4-7 >488 240 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.19 4-7 >437 240 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 M 30 BOT CHORD. Rigid ceiling directlyapplied or 10-0-0 oc bracing. REACTIONS. (Vsize) 3=160/Mechanical, 2=380/0-8-0, 4=81/Mechanical Max Horz 2=422(LC 12) Max Uplift 3= 306(LC 12), 2=-566(LC 12), 4=-23(LC 12) Max Grav 3=160(LC 1), 2=380(LC 1), 4=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - Wind: ASCE 7-10; Vult=170'mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=46ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp,C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to•1-0-0, Interior(1),1-0-0 to 6-11-4 zone;C-C for . members and: forces•& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all, areas.where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) LRefer 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 at=lb). 3=306', 2=566. Thomas A.AAlbani PE No:39380 MiTek USA,.Ihc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: January 8,2020 ' A .WARNING -Verify design parameters and READ NOTES ONTHISAND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use onlh M y wit connectors. This design Is bosed only upon parameter s,shown, and Is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the. . fabrication; storage; delivery, erection and bracing of trusses and truss systems, seeANSVIPII GualB�yy Crtterla,.DSB.69 and BCSI Buading Component' 6904 Parke.East Blvd, Safety Infounaf anovailable from Truss Plate Institute, 218 N. Lee Street, Suite'312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Wendy Hernandez T19072688 Q58272 KJ5 DIAGONAL HIP GIRDER 4 1. " Job Reference (optional) t,narnuers r russ, inc., ron rrerce, rL t1.JJU s uec o zul `J Mr I eK mausines, mc. vvea dan d UV:4t7:4J zuzU rage 1 ID: BV025i uzHLHtY7rJPDAMiYy71 zY-4a4laig?tLcEYoQKHBf9pMNu3GpEAdG RgkTXzTzxSQY -2-9-15 3-9-9 7-0-2 2.9-15 i 3-9.9 3-2-9 Scale=1:19.6 ADEQUATE SUPPORT REQUIRED 7-0-2 7-0-2 Plate Offsets (X,Y)-- [2:0-3-0,0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip; DOL 1.25 TC 0.54 Vert(LL) -0.15 4-7 >546 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:24 Vert(CT) -0.19 4-7 >443 180 BCLL 0.0 Rep Stress Incr NO WB .0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 26 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD. Structural wood sheathing directly applied or 6-070.oc purlins: BOT CHORD 2x4 SP M 30 BOT CHORD - Rigid ceiling directly.applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except Qt=length) 2=0-4-9. (lb) - Max Harz 2=357(LC 8) Max Uplift All uplift 100 lb or less at joints) 4 except 1=-278(LC 24)', 3=-256(LC'8), 2=-488(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 3; 4 except 2=809(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=46ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp: C; Encl., GCpi=0.18; MW FRS (directional); porch left and right exposed; Lumber DOL=1.60 plate:grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8j " This truss has been designed for a live load of 20.0psf on the bottom chord, in all areas'where a rectangle 3-6-0 tall 13y'2-0-0 wide will fit between the bottom'chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of. withstanding 100-lb uplift_ at joint(s) 4 except Qt=lb). 1=278:3=256; 2=488. 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: 1-6=-75,.3-6=-54, 4-5=-20 ..Concentrated Loads (lb) Vert: 8=49(F=24, 8=24)10=70(F=35, B=35)'11=3(F=1,,B=1) 'WARNING -Verify design parameters and READ NOTES ON, THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 101031201 5 BEFORE'USE, Design valid for use only with Ivlirek0 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 isto prevent, buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing . MoTek" 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, seeANSVIFII Qualfty Cdtoda,:DSB-89 and BCSI Building Component' 6904 Parke:East Blvd. Safety Informotlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610- Job Truss Truss Type Qty Ply Wendy Hemandez T19072689 Q58272 KJ7 " " Diagonal Hip Girder .... 1 1 Job Reference (optional) i.nanluerb I rubs, Inc., run rrerce, rL -2-9-15 2-9-15 ' 0.001.0 s Uec o ZU I a Ivn r eK mausmes, inc. vveauar ID:BV025iuzHLHtY7rJPDAMiYy71 zY-OyC3?NiGPytyn6ajPchdunSH 5-8-3 9.10-1 5-8.3 4-1-14 NAILED NAILED 312,.54 3x4 513 NAILED 3. NAILED 12 e uv:4t3:45 zuey rage i 3UOeRKk72ye1 MzxSQW Scale =' 1:24.7 Io co N N ' IVHILCU - O, r:J NAILED N 11 2. 14 15 7'. 16 6 NAILED NAILED " 2x3 11 NAILED_ . _ c.'�', •: 3x5 = _. 6x8,=5 NAILED. 'NAILED. NAILED ...ADEQUATE SUPPORT REQUIRED ,-2-9-15 2-9.15 5-8-3 4-1-14 Plate Offsets_(X,Y)-- [2:0-1-4,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC . 0.35 : . Vert(LL) 0.10 : 6-7 >999 240 MT20 2144/190 TCDL 7',0 Lumber DOL 1.25 BC 0.29 Vert(CT) 0.09' 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB .0.41 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight:'42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD. Structural wood sheathing directly applied or 6-0=0.oc pydins: BOT CHORD 2x4 SP M 30 BOT CHORD : Rigid ceiling directly applied or 6-1-12 oc bracing. WEBS 2x4 SP No.3 .. REACTIONS. All bearings Mechanical except Qt=lehgth) 2=0710-15. (lb) - Max Horz 2=385(LC 24) :Max Uplift All uplift 100 lb or less at joint(s) except 1- 191(LC 24), 4=-223(LC 8), 2=-522(LC 8), 5=-582(LC 8) Max. Grav All reactions 250 lb or less at joint(s) 1, 4 except 2=818(LC 22), 5=309(LC 1) FORCES. (lb) -Max. Comp,/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 708/1120 BOT CHORD 2-7=-1267/656, 6-7=-1267/656 " WEBS :3-7=-309/255, 3-6=-717%1386 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Ves:d=932mph; TCDL=4.2psf; BCDL=3;0psf; h=46ft; B=45ft; L=24ft;, eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate.grip DOL=1:60 ' 2) This truss has been designed for a 10.0 psi 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 1.91 lb uplift at joint,1, 223 lb uplift at - joint 4, 522 lb uplift at joint 2 and 582 lb uplift at joint 5. 6) "NAILED" indicates 3-10d (0.148"x3",) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. • 7) In the LOAD CASE(S) section, loads applied to the face of the truss are notedas 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: 1-9=75, 4-9— 54, 5-8=20 " Concentrated Loads (lb) Vert: 11=49(F=24, B=24) 13=-62(F=-31, B=-31) 14=70(F=35, B=35) 15=3(F=1, B=1) 16=-50(F= 25, B=25): " Thomas A.:Aibani PE No:36380 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: Janlaa'ry8,2020 O :WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX7473 rev, 1010312015 BEFORE USE: .... Design valid for use only with M[Tek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a, truss system. Before use; the building designer must verify, the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent.buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing . "' M!Tek_ Is always required for stability and to prevent collapse with possible personal Injuryand property damage. For general guidance regarding the: . fabrication; storage; delivery, erection and bracing of trusses and Truss systems, seeANSVTPII Quality CrBerla,'DS1111-69 and SCSI BuBding Component' 6904 Parke:East Blvd., Safety Informatbravallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610• Job Truss Truss Type Qty Ply Wendy Hernandez T19072690 Q58272 MV2 VAIley 1 1. " Job Reference (optional) L;namoers I russ, Inc., tort vierce, t-L d.33U s UeC b LU1 `J MI I eK Industries, Inc. vvea Jan 6 U9:4d:41 2UZU rage 1 ID:BV025iuzHLHtY7rJ PDAMiYy71 zY-yLKpQ3j W xZ7fOQk6W 1j5zCXh6tDZ6RF1 bM R16FZXSQU 200 2-0-0 Scale = 1:6.9 . . 1 5.00 F12 2 3 3x4 i 1 LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a -n/a 999 MT20 244/190 TCDL 7.0 Lumber 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 FBC20171TP12014 Matrix-P - Weight: 5 lb FT = 20% LUMBER- BRi4CING- TOP CHORD 2x4 SP No.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-b-0,3=13/2-0-0. Max Harz 1=55(LC 12) , Max Uplift 1=-46(LC 12), 2=-72(LC 12) Max Grav 1=47(LC 1), 2=34(LC 1),.3=25(LC 3) FORCES. (lb) : Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.opsf; h=46ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp:C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp:DOL=1.60 2) Gable requires continuous bottom chord. bearing. 31 This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. " 4) * This truss has been desibried for a live load of 20..Opsf on the'bottom chord in alt areeis'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), ?considers parallel to grain value using ANSI/TPI 1 angle to rain formula. Building, i ner should verify.' 9 9. 9. fY ..: .. capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift -at joint 1 and 72 lb uplift at joint 2. " Thomas A.:Albani PE No:39380 MiTek USA, Inc. FL Cert 6634 69 East 04 Parke Blvd.Tampa ampa FL 33610 .. Date: " .. ...... January 8,2020 . ' ' A:WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters.shown, and is for an Individual bullding component, not a. Truss system. Before use; the building designer must verify the appliCabllity 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. Addltlonal temporary and permanent bracing, , MiTek'. ... ... Is always required for stability and To prevent:collapsewhh possible personal injury,and property damage. For general guidance regarding The . fabrication; storage; delivery, erection and bracing of trusses and truss systems, seeANSVTPII Quality Criteria,:DSB-69 and SCSI Bulldtng Component' 6904 Parke.East Blvd.. ' Safety Infonnationavailable from Truss Plate Institute, 218 N. Lee Street, SuI 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply Wendy Hernandez ` T19072691 Q58272 MV4 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., tort fierce, FL 1:5.0du s uec a zu1 a rvu I eK inuusmes, inc. vvea Jan 8 09ABA8 202y raga r ID:BV025iuzHLHtY7rJPDAMiYy71zY: QXuBdPk8itFWeall4kEKWP4kbHXFruVBgOBlehzxSQT i 4-0-0 4-0-0 Scale'= 1:11.1 2 .. l .. .3 3x4 3x4 II I LOADING (psf) SPACING- 2-0:0 CSI. DEFL. in (loc) I/.dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 ', Lumber DOL 1.25 BC 019, Vert(CT) • n/a n/a 999 ' BCLL 0.0 .' Rep Stress lncr YES WB 0.00 Horz(CT) 0.00' n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 13lb. FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puriins, 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 Horz 1=136(LC 12) Max Uplift 1==112(LC 12),.3=-169(LC 12) FORCES. (lb) : Max. Comp./Max. Ten.: All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-123/266 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second, gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=46ft; B=45ft; L=24ft; eave=4ft; Cat.- 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(?) 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 a live load of 20.Opsf on the bottom chord jn 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 112 lb uplift at joint 1 and 169 lb uplift at . joint 3: _ . .. ... .. Thomas A: Albani PE No:39380 Mi rek USA, Inc, FL Cert6634 6964 Parke East Blvd. Tampa FL 33610 .. Date: .... ... ....JanuAryEl,2020 WARNING -Verify design ararneteis and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. IW03120lq BEFORE Y 9 P .... . m'USE:� Design valid for use only with N1Telc®connectors. This design is based only upon parameters shown, �and is for an Individual building component, not o,truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Intp 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 Injuryand property damage. For general guidance regarding the: . . .. ' fabrication; storage; delivery, erection and bracing of trusses and truss systems, seeAN5IJ1Pl1 Quality Cdtarla.M13-89 and BCSI BuOding Component 6904 Parke East Blvd. Safety Informationavalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610, bols g y S Numberin S' stem General Safety: Notes PLATE LOCATION AND ORIENTATION 3 Center plate on joint unless x,;y - dimensions shown in ft-in-sixteenths FC111uro .to FOIIOvi/.COUId CCIuSe' Property 6 4.8. /4 . . . :.:offsets areindicated; (Drawings not to_scale) : P Damage: Or ersonc111n'I.jry:_;. Dimensions are in ff=in-sixteenths, :..Apply plates to both sides Of truss a Additional stability bracing for truss system, g and fully embed teeth.: 1. diagona orX bracing is always required 'See BCSI. ::1 2 3 .TOP CHORDS. 1/ - - 2. Truss bracing must be designed.by an engineer..For 0' ld -: wide truss spacing; individual lateral braces themselves Torl C72 C23� _ " o WEBSNq,4 mayrequire bracing, or alternativebracing shouldbe:considered. O :3.. - Neverexceed The design loading shown and'never stock on inadequately trusses.. st materials 'nadequatel braced n . 4. Provide copies of this truss design to,the building ' . For 4 x 2• orientation, locate" d sig er, erectionsupervisor, property owner an y : aleother i terested parties. c7-8 Cea C5a plates 0= ,6 #rom outside BOTTOM CHORDS d edge of truss. - 8 7 6- 5 5. Cut members to bear tightly against each other. .. .. 6. Place plates on each face of truss at each This symbol indicates the. 'JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE :.. ' joint and embed fully. Knots and. wane at joint. required direction of slots:in. AR T s e regulated by ANSI/TPI 1. connector plates.: : THE LEFT.".TH E TRUSS'STARTING AT HE JOINT FARTHEST TO location are to 7." Design assumes trusses will'be suitably"protected from ARE IDENTIFIED IN e environment in accord -with . CHORDS AND WEBS E IDENTIFI BY END JOINT .: the nvironmen ' accord w' ANSI/TPI 1 Plate location:details available in MTek 20/20 NUMBERS/LETTERS.: i software or upon'request.. 8. Unless otherwise noted; moisture cont' lumber. In d o fabrication: shall of execs 19% df. time f f rication PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is noYapplicable for = ICC-ES Reports: fire treated, en I use:with ' retardant, preservative ted, or green umber: The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 X .4 : -width. measured perpendicular ESR-1311., ESR-1352; ESR1988 responsibility of truss; fabricator., General practice is to to" slots," Second' dimension is, • . ER-3907, ESR-2362, ESR=1397, ESR-3282. camber for dead load' deflection. the length parallel to slots. 11. Plate type, size, orientation.and location dimensions. .:. indicated qre minimum plating requirements. LATERAL BRACING LOCATION an 12, Lumber .used shall be of the species and size, d. :in all respects, equal to or better than thdt Indicated by symbol shown and/or -Trusses are designed for wind loads in the plane of the specified. by text in the bracing section "of the: truss unless otherwise shown..:.. 13. Top chords must be sheathed or purlins provided at Output. Use T .or I bracing . : spacing indicated on design- Lumber if indicated. Lumber design values are in accordance' with ANSI/TPI 1 require lateral bracing at 10 ff:spacing, section 6 3 These trus s r b um es � � se 1 T s. designs el on .I er. values l a Bottom chords r g y or less, if no ceiling is installed, unless otherwise noted. , BEARING established by others. onn tsh h f . 15 C ections no own are the responsibility o others Indicates IOCatIOn Where bearings 16. Do not cut or alter truss member or plate without prior (supports] occur. Icons:vary but ©2012 MiTekO"All Rights Reserved approval of an engineer., reaction section indicates joint number where bearings,occur. 1 and to vertically uni ate 7 Install. a ad verb ess Indic d otherwise Min size shown is:for Crushing only. ��,8 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks: Consult with project engineer befor e use Industry.5 ndcrds ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate: Connected Wood Truss Construction. r Reviewing s not :.. and pictures) befo e:use...Rev' 'ng picture alone ...: • DSB-89: Design Standard for Bracing. is sufficient. BCSI,: Building:Component Safety Information, 20, Design assumes manufacture in accordance with " Guide to, Good Practice for Handling, ANSI/TPI 1 Quality Criteria: ss. ' Installing &Bracing of"Metal Plate :.: Connecte.d Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473;rev: 10/03/2015 "