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HomeMy WebLinkAboutTrussnis S Lite Ilvenspci lattenenbyalltersonsWarnings that usses.beread l Do not stand on trusses until they are braced per BCSI &properly nailed to straps &hangers given special attention by all persons installing trusses. p 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-D: ON CENTER EXCEPT AS NOTED METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI M A 30' to 60' Span es Sprea er Bar ,4 1 /2 —1 ag �_ Approx 2/3 to T g Line span approx. tine 1/2 of span REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this way if crane used. Tmss is an example, your truss may not match. This is an example, ira55 may not match. Insist crane operator sets truss this way. Insist crone operator sets truss this way. A I FR "A N E::> I_ 5== F=2 IV O—rE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. p� — — 7 INDICATES/ LOAD BEARING QEILI�G REQUIRED BY TRUSSES V L (J (J SUPPLIED BY BUILDER AT A HEIGHT OF 8'-8" L (; ABOVE FINISHED FLOOR - SECTION "A" upset=i/4" neel=3 lb/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 8'-8" TYPICAL END DETAIL 12 12 4.00 — 4.00 I- 9'-d" 9' 8„ io Cl) 12 —12 3.00 2'-8" .. upset=1/4" heel=315/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 8'-8" END DETAIL: B upset=11/4" heel=315/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 8'-8" END DETAIL: C J J J GR B It F C io E D C B - B1 B1 - B1 B B B L- B B A GRB J5 J3 J1 m J1 J3 J5 SECTION 152 we 32 B 1 Fr-1 ne SEAT PLATES BY CHAMBERS goo tZ XON 03AI3338 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be Installed is: 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 determining successful fabrication of the trusses. 2. All dimensions In this layout have been verified by the undersigned. .3. Unless written notice Is provided by certified mall to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice Is furnished Chambers Truss shall have three (3) bugjeness days In which to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "BCSI 1.03" summary sheet by TPI & WTCA. S. Delivery Is to job site. It Is the buyer'sresponsibility 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 Is not 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 maybe charged by Chambers Truss. ' - 7. This Is a PURCHASE ORDER to Chambers,Truss of the sum agreed to, or If rite a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Involoe may be made at scheduled date of delivery If buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable attomey'5 tee for collections In event of payment not timely made. 1-12 % per month service charge will be added for all sums not paid within terms. 8. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees 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 attorneys fees, If default In payment for material be made by the recipient.` 10, In the event of any 130gatlon concerning this agreement, the items furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint Isucie County, Florida. 11. Design responsibilities are per "National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/rPl/WTCA 4 - 2002" ' DATED ._..V SIGNED Aspeaderbarmay bs feg" per'ECSI I-WID pfavent" & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Trusses mustbesstand braced perdesign to preventhjury8r damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC rr 3105 Oleander Avenue Fort Pierce; Florida 349824423 800-551-5932 Fort Pierce 772465-2012 Fax 772466-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County MARTIN Building Department MARTIN COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Metal Roof Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 170mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category D Barrier Island No Conforms to FBC 2014 K.u.L.=Kestraininq Dead Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the BuildingDesigner and/or Enginger of Record. Chambers Truss Inc. Drawing Name: 73051 Scale: 1 /4 = 1' 59 total trusses, 32 different trusses. MI 4: RAC ACAD: RAC Reviewed By: Date:11/05/15 Revised:11/19/15 FOR GEORGE & SUSAN TURENNE DESCRIPTION: TURENNE RFESIDENCE PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 73051 � Ire Lumber design values are in accordance with ANSI/TPI 1 section 6.3 RE�i�seL(digrely on lumber values established by others. MiTek° RE: 73051 - Site Information: Customer Info: George & Susan Turenne Lot/Block: 41 Address: 10851 S Ocean Blvd City: Jensen Beach Project Name: Turenne Residence Subdivision: Windmill Village State: FL MiTek USA, Inc. 6904 Parke East Blvd. MoTc�e�'�. a, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 32 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. JSiil# Truss Name Date No. Seal# Truss Name I Date 1 T7675079 1A 11 /19/01 18 IT7675096 JJ6 11 /19/01 12 I T7675080 I B 1 11 /19/01$19 I T7675097 1 J6B 1 11 /19/015 13 I T7675081 J B1 1 11/19/01$20 I T7675098 1 J6C 1 11/19/01 `♦ 14 I T7675082 I BA 1 11/19/01521 I T7675099 1 J6D 1 11 /19/01 15 I T7675083 IC 1 11 /19/01$22 I T7675100 I J 11 1 11 /19/015 16 I T7675084 ID 1 11 /19/01$23 I T7675101 I J31 1 11 /19/01 17 I T7675085 J E 1 11 /19/01$24 I T7675102 I J32 1 11 /19/01 8 18 I T7675086 IF 1 11/19/01$25 T7675103 J51 1 11/19/014 19 I T7675087 I G 11/19/01$26 I T7675104 I J52 11/19/014 110 I T7675088 I GRA 1 11/19/01$27 I T7675105 J KJ8 11/19/01 a Ill IT7675089 IGRB 111/19/01$28 IT7675106 1KJ8A 11/19/01d 112 I T7675090 J J 1 1 11 /19/01$29 I T7675107 KJ B 11 /19/01 113 I T7675091 J J 1 A 1 11 /19/01$ 30 I T7675108 I V4 11111910141 114 I T7675092 J J3 1 11 /19/01$ 31 I T7675109 I VA 1 11 /19/015 115 I T7675093 J J3A 1 11/19/01$32 I T7675110 I VB 11/19/01 d 116 I T7675094 J J5 1 11 /19/01$ 117 I T7675095 J J5A 1 11 /19/01$ The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Alban!, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. `��1wuu11i1,i e%%% MPg. A..A sip •% •E IV �e'9 0 _ r r r STATE OF :4/Z Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East 8(vd. Tampa FL 33610 Date: November 19,20.15 Albani, Thomas 1 of 1 r Job Truss Truss Type Qty Ply T7675D79 73051 A SPECIAL 1 1 Job Reference (optional) Gnambe(S I rues, l-On YlerCe, r'L , .wv > Qvp I D: DNoUTpMF9Vjal gZ75mQhMfzuooP-gjrUnLlcrW EQuHhRG9UOW3W 7WXBGZPVOAolzU LyHc7c - -6 6-0-0 10-6-0 12-6-0 15.0-0 17.8-o 18-10-0 21-0-0 21- -0 -6- 6-0-0 4-6-0 2-0-0 2f-0 2-8-0 1-2-0 2-2-0 0- �1 0 4X5 11 6.00 12 Scale = 1:37.9 3x4 = 3X4 = 5x6 = 3x4 = 3.00 F12 m �s I� a� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.16 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.22 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 105lb FT= 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-6-4 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=804/0-8-0, 9=783/0-8-0 Max Horz2=184(LC 7) Max Uplift2=-677(LC 8), 9=-635(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1640/1266, 3-4=-1778/1547, 4-5— 1097/997, 5-6=-1382/1143, 6-7=-2219/1807, 7-8=-2197/1727, 8-9=-1502/1206 BOT CHORD 2-15— 1100/1508, 14-15= 555/888, 13-14=-869/1279, 12-13=-1281/1687, 11-12=-1036/1340, 9-11=-1071/1376 WEBS 3-15=-508/587, 5-14=-710/592, 5-13=-493/685, 6-13=-581/558, 8-12=-592/826, 8-11=-420/326, 6-12— 374/489, 4-15= 797/891, 4-14= 353/484 NOTES- 1) Unbalanced roof live loads have been considered for this design. I I I1111t 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24fh eave=4ft; Cat. II; 00II I Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ,��OOPS A. A4 -*4 oo 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� •EN q o 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 o,� ��,•° �,� C' S�`'•.2j fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=677. No 39380. 9=635. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. • E ��*I�1111t1t%%1 Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312016 BEFORE USE Design valid for use only with MITek0 connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properlyincorporate this design Into the overall Additional temporary and bracing IV1iTew building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. permanent 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675080 73051 B ROOF TRUSS 6 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Nov 19 14:27:20 2015 Page 1 I D: DNoUTpMF9Vja1 gZ75mQhMfzuooP.IwPt?hlEcgMH W RGegt? F2G29yxTnitSAPS U W OoyHc7b - -6- 6-0-0 7-5-12 10-6-0 13-6-4 15-0-0 21-0-0 2 - -0 -6- 6-0-0 1-5-12 3-0-4 3-0-4 1-5-12 6-0-0 0-3-0 4.00 12 3x5 = 3x6 = 6.0o 12 4x5 = 6 5 22 5x6 i 4x5 4 15 14 5x6 = 2x3 11 4x5 = 7 23 \ 85x6 4x5 13 12 2x3 11 5x6 = Scale = 1:37.3 3x5 = 10 I� 0 Plate Offsets (X Y) f2:0 1 14 Edgel f4:0-3-0 Edgel f5:Edge 0-2-111 f6:0-3-0 Edgel f7:Edge 0-2-111 f8:0-3-0 Edgel f10:0-1-14 Edqel f12:0-3-0 0-3-01 f15:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.37 13-14 >677 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.68 13-14 >368 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.05 10 n/a n/a BCDL 10.0 Code FBC2014/fP12007 (Matrix-M) Attic -0.09 13-14 817 360 Weight: 89 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-9-6 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=867/0-8-0, 10=841/0-8-0 Max Horz 2=184(LC 7) Max Uplift2= 617(LC 8), 10=-575(LC 8) Max Grav2=922(LC 14), 10=903(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1935/1049, 3-4=-2247/1339, 4-22=-1338/737, 5-22= 1270/772, 5-6=-751/1434, 6-7=-751/1434,7-23=-1270/772,8-23= 1338/737,8-9=-2248/1341,9-10— 1935/1051 BOT CHORD 2-15=-892/1891, 14-15=-549/1421, 13-14=-549/1421, 12-13=-549/1421, 10-12=-894/1793 WEBS 8-12= 775/1063, 9-12= 1002/717, 4-15=-771/1058, 3-15=-1000/715, 4-14— 45/492, 8-13=-46/492, 5-7=-3000/1703 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=15ft; B=45ft; L=24ft; eave=4ft; %% ` Cat. II; A. q�e i�♦♦ Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 �0 • • G E•1V 10-6-0 from left at two 3-0-0 apart. !e �. e •�,� S'�*'9�j♦♦♦ 3) 120.01b AC unit load placed on the top chord, end, supported points, �� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ! • NO 39380.:•� 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. �k 6) Bottom chord live load (30.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13-14 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=61 ' -0 10=575. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. E 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Q ����,w ♦♦♦♦�Si� •0 •R ON E��,•` gyill A` Thomas A. Albanl-PE No,39360 Mffek USA, Inc. FL Cori 6634 6994 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. �n 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 vedly the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee StreeL Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675061 73051 B1 ROOF TRUSS 3 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Nov 19 14:27:21 2015 Page 1 ID:DNoUTpMF9VjalgZ75mQhMfzuooP-n6zFCOJtN7U88bggOaXUbUbNBLmgRMOJd6E3YEyHc7a - -fi- 5-0-0 6-0-0 7-5-12 10-6 0 13-fi-4 15-0-0 21-0-0 2 - -0 - 5-0-0 i-D-O 1-5-12 3-0-4 3-0-4 1-5-12 6-0-0 0-3-0 Scale = 1:37.3 3x6 = 2x3 = 6.00 F12 2x3 = 7 8 25 6 26 5x6 i g5x6 4x4 5;5 44 4.00 12 6x8 5� 4 10 3 i 2 11 cot 17 16 15 14 13 0 3x4 = 182x3 II 3x6 I 3x6 = 2x3 II 3x4 = 3x5 = 4x8 = 4-8-0 -0- 6-0-0 7-5-12 13-6-4 15-0-0 21-0-0 4-8-0 -4- 1-0-0 1-5-12 6-0-8 1-5-12 6-0-0 Plate Offsets (X Y)-- 15.0-3-0 Edgel (7:0-3-0 Edgel 19'0-3-0 Edgel 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) 0.42 14 >463 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.58 14-16 >328 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.01 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Attic -0.15 14-16 517 360 Weight: 94lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18=1100/0-8-0, 11=608/0-8-0 Max Harz 18=184(LC 7) Max Uplift18=-1084(LC 8), 11= 372(LC 8) Max Grav 18=1157(LC 17), 11=691(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-729/501, 3-4=-536/276, 4-5=-7651457, 5-25=-771/207, 6-25=-707/240, 6-7=-31/519, 7-8= 43/614, 8-26= 623/154, 9-26= 683/120, 9-1 0=-1 604/694, 10-11= 1286/427 BOT CHORD 2-18=-428/758, 17-18=-428/744, 16-17=0/728, 15-16=0/728, 14-15=0/728, 13-14=0/728, 11-13=-301 /1177 WEBS 9-13=-900/1228, 10-13=-8631568, 5-17=-1602/1369, 4-17=-519/378, 3-18=-768/554, 3-17= 61/517, 5-16=-357/899, 9-14=-279/369, 6-8= 1350/189 NOTES- ,���A(e�,�, 1) Unbalanced roof live loads have been considered for this design. 4� G •N 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. il; ♦� �. 0 �,� E S�`�gvj��� Exp D; Encl., GCpj=0.18; MW FRS (directional); cantilever left and right exposed ;'Lumber DOL=1.60 plate grip DOL=1.60 i 3) 120.0Ib AC unit load placed on the top chord, 10-6-0 from left end, supported at two points, 3-0-0 apart. NO 39380..._ 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1k 5) ` 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 wild il fit between the bottom chord and any other members. 6) Bottom chord live load (30.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 14-16 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) E 18=1084,11=372. 40�� 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,j�l� •,;•� R 0••'`G���, 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 01,1II-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 ant a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional Temporary and permanent bracing M!Tek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Mexandda, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675082 73051 BA POLYNESIAN 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL i.ovv s oep ea evi a mn eK mousmes, inc. Thu rvov ra wz xe eu i o ruge i I D:DNoUTpMF9Vjal gZ75mQhMfzuooP-FI W dPMKVBRc?IIPOyl2j7h7dLIB WAmmSsmzd5gyHc7Z - -6- 6-0-0 10.6-6 15-0-0 21.0.0 2 - -0 -6- 6-0-0 4-0-0 4-6-0 6-0-0 03-0 �1 0 4x4 = 6.00 F12 Scale = 1:37.3 3x4 = 3x6 = 3x4 = 3x4 = 3x4 = 6.0-0 Io Plate Offsets (X Y)-- I2.0-1-10 Edge], I6.0-1-10 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.18 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.50 8-10 >505 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 90 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=807/0-8-0, 6=781/0-8-0 Max Harz 2=184(LC 7) Max Up1ift2= 677(LC 8), 6=-635(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1708/1266, 3-4= 1847/1543, 4-5=-1848/1544, 5-6=-1709/1267 BOT CHORD 2-10=-1099/1572, 9-10= 563/879, 8-9= 563/879, 6-8=-1101/1573 WEBS 4-8=-787/998, 5-8=-513/581, 4-10=-785/996, 3-10=-512/580 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=15ft; B=4511; L=24ft; eave=4ft Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 tom chord th any er ve loads. 4) Thistruss truss has been designed for li of load osf tf 20. psf on l the bottom chord in all ve load nonconcurrent areas where airectangle 3-6-0 tall by 2-0-0 wide will `�,{�S A' q� 1+ fit between the bottom chord and any other members. ,,� �O •' G•E k 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2-677, S�`'•� 2� �� 6=635. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. No 393'80, -0 e• � Thomas A. Albani PE No:39330 Mrrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. November 19,2015 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. � Design valid for use only with 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 properly damage. For general guidance regarding the fabricatlom storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T7675083 73051 C SPECIAL 1 1 Job Reference (optional) chambers I russ, Fort Pierce, FL /.64u s Sep zu Zulb MI I eK mausirigs, Inc. I nu Nov 78 14:xt:x;s xuib rage l I D:DNoUTpMF9Vja1 gZ75mQhMfzuooP-jV4?diL7vllsNv_CV?ZygvgoHBXavGlc5QjAd6yHc7Y - -6- 2-8.0 4-4-11 6-0-0 10-6-0 12-2-0 15-0-0 21-0-0 21- -0 -6 2-8-01-7-8 4-6-0 1-8-0 2-10-0 6-0-0 0-3-0 5x8 = 6.00 12 Scale = 1:37.9 1 1T G 13 �14 = 12 11 toN 91�0 • 3x4 = Sx12 5x6 = X.= 5x6 = 10 2x3 3x4 = 3.00 12 2-8-0 4-4-8 6-0-0 10-5.8 12-2.0 15-0-0 21-0-0 2-8-0 1-8-8 1-7-8 4-5-8 1-8-8 2-10-o 6-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.16 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.26 12-13 >980 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.42 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 100 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-10 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-2-4 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=808/0-8-0, 8=780/0-8-0 Max Horz 2=184(LC 7) Max Uplift2=-677(LC 8), 8=-635(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1636/1316, 3-4= 2319/1811, 4-5=-2308/1846, 5-6— (176/965, 6-7=-(221/1034, 7-8=-1649/1293 BOT CHORD 2-14= 1180/1514, 13-14=-1159/1498, 12-13=-1426/1858, 11-12= 639/1039, 10-11=-1128/1512,8-10= 1126/1518 WEBS 3-14=-423/343, 3-13= 514/764, 5-12=-904/851, 6-12=-416/653, 7-11=-582/545, 5-13=-289/470 NOTES- 1) Unbalanced roof live loads have been considered for this design. `% J 11� 1111111 -second gust) 3) TExp his s truss has been designed I Fora (dire prof al);botcantilever hord live f and right exposed BwLumber '�Dth any otOhehl a Itplate grip DOL 1 60e=oft; Cat. II; ,,,*110 A p S• A. q��,,'®d 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 tail by 2-0-0 wide will ��� ��,•' �,\ C' E N S�`' q�j�.0 fit,between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 2=677. NO 39380.. _- r 8=635. ► 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. r 14•0 R t, Thomas A. Albanl-PE Nm39380 MTek USA, Inc. FL Cart 6634 6904 Parko East Blvd. Tampa R. 33610 Date: November 19,2015 ® WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312016 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 ��Y 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675064 73051 D SPECIAL 1 1 Job Reference (optional) cnamoers i russ, ion tierce, ru 1 P ­ <V I _ ,.„ H nA i • U. I D: DNoUTpM F9Vja1 gZ75mQhMfzuooP-BheNg2Llg2tj?2ZP3i4BC6DzYYs1 eiHIK4SkgZyHc7X - -6 2-8-0 6.0-0 8-s-8 10•fi•0 12-2-0 15-0-0 21-0-0 2 - -0 2-a-0 3-4-0 2-5-8 2-0-a 1-9-0 2-10-0 6-0-0 01320 �1 0 4x4 = 6.00 12 Scale = 1:37.9 3X4 = 5x6 = 5x6 = 2X3 I I 3x4 = 3.00 12 IC� LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.30 BC 0.40 WB 0.40 (Matrix-M) DEFL. in Vert(LL) 0.21 Vert(TL) -0.27 HOrz(fL) 0.09 (loc) Vdefl Ud 12 >999 240 12 >945 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight:981b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2=807/0-8-0, 7=780/0-8-0 Max Horz2=184(LC 7) Max Uplift2=-677(LC 8), 7=-636(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1713/1378, 3-4=-2719/2150, 4-5=-1725/1381, 5-6=-1220/1031, 6-7= 1639/1287 BOT CHORD 2-13� 1247/1591, 12-13=-1192/1546, 11-12= 2018/2702, 10-11=-645/1024, 9-10= 1123/1503, 7-9= 1120/1508 WEBS 3-13=-379/364, 3-12=-774/1063, 4-12= 279/448, 4-11=-1307/1118, 5-11= 718/1007, 6-10=-573/542 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; � Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 e%**%4`'1 A. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�. 14 qr! Io 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 o. Q,9 �i� fit between the bottom chord and any other members. ���'��,� Ci E N SF''.?/ �i 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=677,1._: + No 39.380. 7=636. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7t r �Pi N AI- Thomas A. Alban[ PE No.39380 MiTek•USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 Q WARNING - Verity design parameters and READ NOTES -ON THIS AND INCLUDED M1TEK REFERANCE PAGE MI1-7473 rev. 1010312016 BEFORE USE. Design valid for use only with MITek® conneclors. 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 vedfy 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 muss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675OB5 73051 E SPECIAL - 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MITek Industries, Inc. Thu Nov 19 14:27:24 2015 Page 1 ID: DNoUTpM F9Vj al gZ75mQhMfzuooP-BheNg2Llg2tj?2ZP3i4BC6DzgYsgeislK4Sk9ZyHc7X - -6 2-82 6-0-0 a-2-0 10.6-0 12-2-0 15-0-0 21.0-0 2 - -0 -6- 3-4-0 2-2-0 2-4-0 1-0-0 2-10-0 6-0-0 0-3-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 4x4 = 6.00 12 Scale = 1:37.9 3x4 = 5x6 = 5x6 = 2x3 3x4 = 3.00 12 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014ITP12007 CSI. DEFL. in (loc) I/deft Ud TC 0.29 Vert(LL) 0.22 12 >999 240 BC 0.42 Vert(TL) -0.28 12 >910 180 W B 0.43 Horz(TL) 0.10 7 n/a n/a (Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=807/0-8-0, 7=780/0-8-0 Max Harz 2=184(LC 7) Max Uplift2=-677(LC 8), 7=-635(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1704/1360, 3-4— 1679/1390, 4-5=-1871/1489, 5-6=-1219/1029, 6-7— 1637/1286 BOT CHORD 2-13=-1229/1583, 12-13— 1927/2548, 11-12=-2139/2874, 10-11= 645/1023, 9-10=-1121/1502,7-9=-1119/1506 WEBS 4-13=-1047/774,4-12=-498/749,4-11=-1366/1155,5-11=-813/1132,6-10=-572/542 NOTES- 1) Unbalanced roof live loads have been considered for this design. PLATES GRIP MT20 244/190 Weight: 98 lb FT = 20% Structural wood sheathing directly applied or 5-2-0 oc purlins Rigid ceiling directly applied or 5-0-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. 0 IC6 - a 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ,�% S A. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,� �P q4 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 �� O ,. • •"� e.9 �i� fit between the bottom chord and any other members. ,,e,`•.��Ci E N `SF•'• 2� �' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=677„,%. 7=635. No 39380. _ 1: 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. S A_ E OR I Thomas A. Albanl-PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date; November 19,2015 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 10/032015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T7675086 73051 F SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL i.oau s oep zu ev i o mi i eK mousrri—, inc. T nu iwv i a wzr zo ev io ruqu , I D:DNoUTpMF9Vja1 gZ75mQhMfzuooP-ftC120MN RM?acC8bdQbQIKl8MyDtNgovYkCH h?yHc7W - -6 2 :2 6-0-0 8-10-0 10-6-0 12-2-0 15-0-0 21-0-0 2 - .0 -6 3-4-0 2-10-0 1-8-0 1-8-0 2-10-0 6-0-0 0-3-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 4x4 = 6.00 12 Scale = 1:37.9 3x4 = 5x6 = 5x6 = 2x3 11 3x4 = 3,00 12 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. DEFL. in (loc) Well Ud TC 0.29 Vert(LL) 0.2011-12 >999 240 BC 0.37 Vert(TL) -0.2511-12 >998 180 WB 0.39 Horz(TL) 0.09 7 n/a n/a (Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=807/0-8-0, 7=780/0-8-0 Max Harz 2=184(LC 7) Max Uplift2=-677(LC 8), 7=-636(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1701/1371, 3-4=-2656/2094, 4-5= 1572/1267, 5-6=-1220/1031, 6-7=-1641/1289 BOT CHORD 2-13=-1240/1580, 12-13=-1185/1533, 11-12=-1875/2499, 10-11= 64411024, 9-10= 112411505. 7-9=-1122/1510 WEBS 3-13=-385/363, 3-12=-727/1017, 4-12=-251/410, 4-11 =-1 222/1063, 5-11=-623/885, 6-10=-575/543 PLATES GRIP MT20 244/190 Weight: 98 lb FT = 20% Structural wood sheathing directly applied or 4-4-8 oc purlins. Rigid ceiling directly applied or 5-4-9 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 0 � o N�16 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,� �O •. •'�'� E N ' •. • .9 it fit between the bottom chord and any other members. A, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=677„,, 7=636. No 39380.. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. E u0 N Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 1010312015 BEFORE USE ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated Is to prevent buckling of Individual iruss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse wlih possible personal Injury and property damage. For general guidance regarding the tabricatlom storage, delivery. erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instilute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675087 73051 G SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MiTsk Industries, Inc. Thu Nov 19 14:27:26 2015 Page 1 I D: DNoUTpM F9Vja1 gZ75mQhMfzuooP-74m8FkN?Cg7REMj nB76flXIJXMZg6cR2nOxgERyHc7V - -6- 2-8-0 4-0-0 6-0-0 10-6-0 12-2-0 -15-0-0 21-0-0 2 - -0 $- 2-8-0 1-4-0 2-0-0 4-6-0 1-8-0 2- . 6-0-0 0-3-0 5x8 = 6.00 12 Scale = 1:37.9 Io 3x4 = 5x6 = V^'L — 5x12 = 5x6 = 2x3 II 3x4 = 3.00 F12 2-8-0 4-0-0 6-0-0 10-10-0 12-2-0 15-0-0 _ 21-0-0 2 12 1-4-0 2-0-0 4-10-0 1-4-0 2-10-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.15 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.30 12-13 >851 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 101 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-4-3 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=808/0-8-0, 8=780/0-8-0 Max Horz2=184(LC 7) Max Uplift2=-677(LC 8), 8=-635(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1622/1304, 3-4=-2218/1725, 4-5=-2218/1769, 5-6= 1116/921, 6-7=-1222/1035, 7-8=-1650/1294 BOT CHORD 2-14— 1167/1498, 13-14— 1146/1483, 12-13=-1351/1750, 11-12=-636/1048, 10-11=-1129/1514,8-10= 1127/1519 WEBS 3-14=-442/336, 3-13= 465/714, 5-12=-845/811, 6-12= 390/644, 7-11=-582/546, 5-13= 274/464 NOTES- 1) Unbalanced roof live loads have been considered for this design. ��y997J1!/�� -second gust) 3} This s tDruE has been des geed FR a 1d0.0 p bottoms hord3ve and load gD cone P nBwiDth any otLumber Ohehlive0ltoads. grip DOLL 1 60e=oft; Cat. II; % . 0 PS' A • q� `V, 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 ��•' �,� `' E N S�`••� l/i ii fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=6774 NO 39380. _ •' o 8=635. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. a 0 • r r ir"� G r . r�S..;< °��.i�`�,10 - Ai E< Thomas A. Alban[ PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke. East Blvd. Tampa FL.33610 Date; November 19,2015 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1­7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek6 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not l' 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, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675088 73051 GRA POLYNESIAN i 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MI I eK Inausines, Inc. I nu NOV 19 14:2 CZ/ zui b raga 1 I D: DNoUTpMF9Vjal gZ75mQhMfzuooP-bGKWT40dzzFlsW I_krdugkrRhmsor4fBO2hOmuyHc7U - -6 6-0-0 8-6-0 10-6-0 12-6-0 15-0-0 21-0.0 2 - -0 -6- 6-0-0 2-6-0 21-0 2-0.0 2-6-0 6-0-0 0-3-0 rat Tnn chord must ho hrarad by and iar-ks_ 1:38.6 t2 N N a 4x5 = 2u3 11 4x6 = 3x8 = 2x3 11 4x5 = Plate Offsets (X Y)-- (3:0-4-4 0-2-81 r10:0-4-4 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.22 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.29 13-14 >877 180 - MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2014[TP12007 (Matrix-M) Weight: 114 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 `Except' TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins. 3-10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-12 oc bracing. BOT CHORD 2x4 SP M 30 JOINTS 1 Brace at Jt(s): 7, 9, 5 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1362/0-8-0, 11=1362/0-8-0 Max Horz 2=181(LC 7) Max Uplift2=-1121(LC 8), 11= 1099(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-3203/2509, 3-23=-3067/2481, 3-24=-1502/1162, 4-24= 1456/1150, 4-6=-1455/1222, 6-8= 1455/1222, 8-10= 1518/1171, 10-25= 3141/2541, 11-25=-3277/2569, 3-26=-1508/1269, 5-26=-1513/1273, 5-7=-1514/1276, 7-9= 1514/1276, 9-10= 1513/1273 BOT CHORD 2-16= 2261/3076, 15-16=-2273/3060, 14-15=-2273/3060, 13-14=-2330/3027, 11-13=-2318/3043 WEBS 7-14=-226/354, 10-14=-362/272, 3-14= 284/207, 6-7= 790/958 NOTES- ,,``�0.1 { {J.1.1►►/,�'1 1) Unbalanced roof live loads have been considered for this design. e,� n p;S A. 2) Extp D AEncIE, GCpi VO.f181 MW FRS (diecond rectional) lean never left and right exposed; LuDmber DOLh1 6oftplate grip DOLL 1 60e=oft; Cat. II; ,`1��`_V�,`G 'N S; i �00 3) Provide adequate drainage to prevent water ponding. e 4) All plates are MT20 plates unless otherwise indicated. NO 3.9380..._�� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wij e fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except at=lb) 2=112� E 11=1099. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. of r , • ��� 9) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. �� !� R 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb down and 91 lb up at 6-0-0, iet SS ' • • • •� e� 11) Ind 127 lb down and 91 he LOAD CASE(S) sect n, loads applied o the fup at 15-0-0 on top ace of the tThe oss are notedselection fsuch as front (F) orlon backe(Bje(s) is the responsibility of others. I�.41111111111 1O11 11 1 Thomas A. Albanl PE N9.39380 LOAD CASE(S) Standard Mrrek USA, Inc. FL Cert 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING. Vero 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 MITekO connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675088 73051 GRA POLYNESIAN 1 1 Job Reference optional) Chambers truss, Fort Pierce, FL f.tiaU s sap za 2Uib Mi i eK mausrries, inc. r nu rvov ra iv:zczr zvio rage z I D: DNoUTpMF9Vja1 gZ75mQhMfzuooP-bGKWT4OdzzFlsW I_krdugkrRhmsor4fB02hOmuyHc7U LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-24= 54, 6-24= 114(F=-60), 6-10=-114(F=-60), 10-11— 54, 11-12= 14, 17-20=-20, 10-26=-60(F) Concentrated Loads (lb) Vert: 23=-114(F) 25= 114(F) ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall Bracing Indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW building design. prevent of 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675089 73051 GRB SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MiTek Industries. Inc. Thu Nov 19 14:27:29 2015 Page i ' ID:DNoIJTpMF9Vja1gZ75mQhMfzuooP-YfRGtmPuVbV?5gSMsGgMv9wmPZvaJtUUTMAVgmyHc7S -6- 6-0-0 8-6-0 10-6-0 11-4-0 12-6-0 14-0-0 15-0-0 16-2-0 18-1%11 21-0-0 2 - -0 -6 6-0-0 2-6-0 2-0-D 0-10-0 1-2-0 1-6-0 1-0-0 1-2-0 2-8-0 2-2-0 0-3-0 �1 0 3X5 = 2x3 11 I6 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP M 30 •Except• 3-11: 2x6 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1207/0-8-0, 14=1180/0-8-0 Max Horz 2=181(LC 7) Max Uplift2=-1089(LC 8), 14= 1011(LC 8) 5x8 MT18HS = (+) Top chord must be braced by end jacks, 3.o0 12 6X8 = 10x10 Z�_ 3x5 = Scale = 1:39.3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.55 Vert(LL) 0.34 19 >732 240 MT20 244/190 BC 0.70 Vert(TL) -0.41 19 >618 180 MT18HS 244/190 WB 0.79 Horz(TL) 0.15 14 n/a n/a (Matrix-M) Weight: 123 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-4 oc bracing. JOINTS 1 Brace at Jt(s): 8, 5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28= 2762/2397, 3-28= 2651/2373, 3-4=-793/699, 4-29= 800f789, 6-29= 728/754, 6-30=-713/739, 9-30=-779/772, 9-11 =-790/697,11-12=-3912/3392, 12-13=-4424/3765, 13-14=-2479/2130, 3-5=-1719/1533, 5-7=-1720/1536, 7-8=-1720/1536, 8-10=-1732/1541, 10-11=-1731 /1539 BOT CHORD 2-21=-2153/2556, 21-31=-2118/2474, 31-32=-2118/2474, 20-32=-2118/2474, 20-33=-3081/3757, 19-33=-3081/3768, 18-19=-2743/3330, 17-18=-3425/4106, 16-17=-1810/2161, 14-16=-1938/2289 �IIILLII►/9 3/947, WEBS 3-21 12-18=y6 3/60428, 312017 — 46//465, 13017 510715/2075,113-16=3617/57616-7— 418/457 N�O�PS� A'• '44 , NOTES- `,o ��` •. \,� C E N S�c..'9�,�00 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=15ft B=45fh, L=24fh, eave=4111; Cat. IC No 39380.._ Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live toads. E . 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. 0 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) except 0t=1b) 2=10891, rs �s .. Q R i �••• �e� 14=1011. ISO S ••••••• russ. fixity l was 9) Graphical purlin beer seincluding tation dos not depict Member he size or he or en ation of Iththe eurlin analysis n and thedesign ttop and/orb tom chord. Jd�, IIOI II I t 0,,` P P P P p 9 P 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 199 lb up at 6-0-0, Thomas A. Albani-PE No.39380 105 lb down and 193 lb up at 6-5-2, and 105 lb down and 193 ib up at 9-1-13, and 101 lb down and 187 ib up at 11-1-13 on top chord, MITek USA, Inc. FL Cart 6634 and 183 lb down and 200 Ito up at 6-0-0, 48 lb down and 23 lb up at 7-1-13, 48 Ib down and 23 lb up at 9-1-13, 47 lb down and 6 ib up 6904 Parke East Blvd. Tampa R. 33610 at 11-4-0, and 39 lb down and 28 lb up at 13-1-13, and 255 lb down and 280 lb up at 14-11-4 on bottom chord. The design/selection Date: of such connection device(s) is the responsibility of others. November 19,2015 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 verify the applicability of design parameters and properly incorporate this design into the overall Bracing Indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• building design. prevent of Is always required for stability and to prevent collapse wish possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ' T7675089 73051 GRB SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MI I eK Industries, Inc. 1 hU NOV 19 14:21:29 ZUIb Vage Z I D:DNoUTpMF9Vjal gZ75mQhMfzuooP-YfRGtmPuVbV?5gSMsGgMv9wmPZVaJtU UTMAVgmyHc7S LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-6=-54, 6-11=-54, 11-14=54, 14-15=-14, 20-22=-20, 19-20=-20, 17-19=-20, 16-17=-20, 16-25=-20 Concentrated Loads (lb) Vert: 20=-31(F) 21=-183(F) 3=-65(F) 18=-255(F) 28_ 37(F) 29= 65(F) 30=-61(F) 31=-34(F) 32=-34(F) 33=-34(F) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03&015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wish possible personal Injury and property damage. For general guidance regarding the fabrlcatlon, storage, delivery, erection and bracing of trusses and miss systems, seOANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312 Mexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675090 73051 J1 JACK 5 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 Wrek Industries, Inc. Thu Nov 19 14:27:29 2015 Page 1 I D: DNoUTpM F9Vja1 gZ75mQhMfzuooP-YfRGtmP UVbV?5gSMsGgMv9wuFZfIJ3q UTMAVgmyHc7S 0-6-0 1-0-0 3X4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014[TP]2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=16/Mechanical, 2=73/0-8-0, 4=13/Mechanical Max Horz2=44(LC 8) Max Uplift3=-13(LC 8), 2= 92(LC 8), 4=-9(LC 8) Max Grav3=16(LC 1), 2=73(LC 1), 4=13(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:6.2 PLATES GRIP MT20 244/190 Weight: 4 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft L=24ft; eave=4ft Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. `,ly IIIII I II III, 6) Provide Sem rigid p tchb emechanical aks nclud ng(by heels" Member e d fbearing 'Iz ty modelplate was used infthe anwithstanding alysis and d s gn uplift of this truss3 2 4 ff Ps A. '44 !"". �� �� `• G EN No 39380. r e /o `er E . • �/ Thomas A. Albanl-PE No:39380 Mfrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date - November 19,2015 ® 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 �p a truss system. Before use, the building designer must verify The applicability of design parameters and properly Incorporate this design Into the overall Bracing Indicated Is To buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing p�T building design. prevent of 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component IYI� eW 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675091 73051 MA JACK 2 1 Job Reference (optional) - -- - Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Nov 19 14:27:30 2015 Page 1 I D: DNoUTpMFg Vja1 gZ75mQhMfzuooP-Or?e55QWGudsjzOZQzBbSNT3Xz?W 2W4eiOv2NCyHc7R -03-0 1-0-0 0-3- 1-0-0 Scale = 1:6.2 3x4 = 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-M) Weight: 4lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=18/Mechanical, 2=42/0-8-0, 4=16/Mechanical Max Horz 2=24(LC 8) Max Uplift3=-18(LC 8), 2— 21(LC 8), 4=-16(LC 8) 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=15ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a five 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, 2, 4. ``'i I I� II00I0, 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. *e'% cJ A. 11 ���P Abe .'9 00 NO 39380...��: 7t :mod <O 1 ' C? % Thomas A, Aibanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTeke connectors. This design is based only upon parameters shown, and Is for an Individual building component not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent of Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, AJexandrla, VA 22314. Job Truss Truss Type Qty Ply T7675092 73051 J3 JACK 5 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Nov 19 14:27:31 2015 Page 1 I D: DNoUTpMF9Vja1 gZ75mQhMfzuooP-Ui Zi I RR81 CljK7blzhiq?a? DkNKTnzKnxffbvfyHc7Q 3-0-0 0-6-0 3-0-0 Scale = 1:9.6 3x4 = LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 10lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=58/Mechanical, 2=151/0-8-0, 4=32/Mechanical Max Harz 2=90(LC 8) Max Upljft3=-72(LC 8), 2=-144(LC 8), 4=-10(LC 8) Max Grav3=58(LC 1), 2=151(LC 1), 4=43(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed.during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf 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, e`�� t t t t i /rl� 5) Z r 1viidde mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) s,,�.1 n PS A it44 ,'t, , 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. ,*% �� •.•. E ' • -4l i� d No 39380...__ ,_. .: 13 NV rrr� ON Al %E% Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data. November 19,2015 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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, se0ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandrim VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675093 73051 J3A JACK 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Nov 19 14:27:32 2015 Page 1 I D: DNoUTpMF9Vja1 gZ75mQhMfzuooP-yD7PW nSmoW tayHAxXOD3XoYORngaW Qax9J09R5yHc7P 0-3-0 ' 3-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 TCDL 7.0 Lumber DOL 1.25 BC 0.10 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/fP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=59/Mechanical, 2=124/0-8-0, 4=32/Mechanical Max Horz 2=70(LC 8) Max Uplift3=-73(LC 8), 2= 82(LC 8), 4=-11(LC 8) Max Grav3=59(LC 1), 2=124(LC 1), 4=44(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:9.6 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.01 4-7 >999 240 MT20 244/190 Vert(TL) -0.01 4-7 >999 180 Horz(TL) 0.00 2 n/a n/a Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; VUlt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15fh B=45ft; L=24ft; eave=oft Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ♦►►1►► F! 111 1 1,y1 6) Provide Sem rigid p tchb elconnection (by aks including heels"s) of truss to Memberend fixity modeearing le capable wasused intheantanding 100 lb alysis and design uplift ofthis trusst joint(s) . 2' 4. PS A• A4e O . • .c/ °s • No 39380.._ s � E ,i>fne►► Thomas A. Albani"PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® 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 wnh MITek9 connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricallom storage. delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675094 73051 J5 JACK 5 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL r. s O.P<V cV 1U --1-- e.,,.,. �yo I D:DNoUTpM F9Vjal gZ75mQhMfzuooP-QQhnj7SOYp? RaR1755kI4?5VQAz7Ftp4Oz8izXyHc7O 0-6-0 ' 5-0-0 Scale = 1:12.9 3x4 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.35 BC 0.27 WB 0.00 (Matrix-M) DEFL. in Vert(LL) 0.03 Vert(TL) -0.04 Horz(TL) 0.00 (loc) I/defl Ud 4-7 >999 240 4-7 >999 180 2 n/a n1a PLATES GRIP MT20 244/190 Weight: 16lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=98/Mechanical, 2=244/0-6-0, 4=47/Mechanical Max Harz 2=139(LC 8) Max Uplift3=-127(LC 8), 2=-211(LC 8), 4— 6(LC 8) Max Gfav3=98(LC 1), 2=244(LC 1), 4=73(LC 3) FORCES. (ib) - 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=15ft; B=45ft; L=2411; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf 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) 4 except Qt=lb) 3=127 2=211. ,,�,,�f 4 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. E N S �. F• / s� No 39380.: • S E RA �hejrnllui°��� Thomas A. Albani PE No,39380 MITek USA, Inc. FL Cert 6634 6904 Parke. East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. �� Design valid for use only with MITek® connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use. the building designer must 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675095 73051 J5A JACK 1 1 Job Reference (optional) Chambers Truss, Fora Pierce, FL i.tiau s tiep z9 zut b Mi i eK mausmes, inc. i nu NOV la ra:z r:w zer b rage i I D: DNoUTpM F9Vja1 gZ75mQhMfzuooP-ucF9xTTOJ771 BbKKfpFXcDdg8aJM_K3DddtFW yHc7N -0-3-0 5.0-0 0-3-0 5-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 TCDL 7.0 Lumber DOL 1.25 BC 0.27 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=99/Mechanical, 2=218/0-8-0, 4=47/Mechanical Max Harz 2=119(LC 8) Max Uplift3=-127(LC 8), 2=-151(LC 8), 4=-6(LC 8) Max Grav3=99(LC 1), 2=218(LC 1), 4=73(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.9 DEFL. in (loc) . I/dell Ud PLATES GRIP Vert(LL) 0.03 4-7 >999 240 MT20 244/190 Vert(TL) -0.04 4-7 >999 180 Horz(TL) 0.00 2 n/a n1a Weight: 16lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=4511; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to,girder(s) for truss to truss connections. e4�f 5) Pr 51.mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=ib) 3=127 ,%1,%% PS A ` 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,* �0,�r G E•N i NO 39380,.. ft • E , ; ,ICI ietJ Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date:. November 19,2015 ® WARNING - Verify destgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114II.7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MlTek6 connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �P a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312- Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply _ T767SO96 73051 J6 JACK 7 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Nov 19 14:27:35 2015 Page 1 ID: DNoUTpM F9Vja1 gZ75mQhMfzuooP-MopX8pUf4RF9plvW CW nm9QAo6_dTjnJNsHdp2QyHc7M 0-6-0 ' 6-0-0 Scale = 1:14.8 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.09 4-7 >825 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 19lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In adcordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=119/Mechanical, 2=290/0-8-0, 4=54/Mechanical Max Harz 2=164(LC 8) Max Uplift3=-154(LC 8), 2= 245(LC 8), 4= 3(LC 8) Max Grav3=119(LC 1), 2=290(LC 1), 4=88(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=15ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. {111 t1 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=154 , 2=245. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. .• .'9 No 39380... E *0 N A� E�% Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: November 19,2015 ® 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 MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into The overall building design. Bracing indicated Is to buckling of Individual truss web and/or chord members only. Addiflonal temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and taus systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T7675097 73051 J6B JACK 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 Mi I OK Industries, Inc. I hu Nov 19 14:27:35 2015 Page 1 I D: DNoUTpMF9Vja1 gZ75mQhMfzuooP-MopX8pUf4RF9plvW CW nm9QAIV_dbjnJ Ns Hdp2QyHc7M 2-1-9 1 6-0-0 Scale = 1:15.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.08 4-7 >861 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 22lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=115/Mechanical, 2=385/0-8-0, 4=5 1 /Mechanical Max Horz2=225(LC 8) Max Uplift3=-148(LC 8), 2= 428(LC 8) Max Grav3=115(LC 1), 2=385(LC 1), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 2 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=148, s,�,,,►,n 8. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. •. G E N40 • NO 39380. low S E Ole Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. November 19,2015 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 1010312016 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 appllcabillty of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and inns systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T7675096 73051 J6C SPECIAL 1 1 Job Reference (optional) chambers 1 fuss, Fon Fierce, FL ,. s onP au av i0 n i vn Mugu c MI. i .. ­ ..�., I D:D NoUTpMF9Vja1 gZ75mQhMfzuooP-g7NwM9VHrkNORuUimEl7ieiOs0_MSEs W4xMMasyHc7L -2-6-0 21 -0 4-0-9 6-0-0 2-6-0 2-2-0 1-10-9 1-11-7 2-2-0 4-0-9 6-0-0 1-10_h 1-11-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.04 6-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.07 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=111/Mechanical, 2=406/0-8-0, 5=54/Mechanical Max Horz2=239(LC 8) Max Uplift4=-132(LC 8), 2— 470(LC 8), 5=-8(LC 8) Max Grav4=111(LC 1), 2=406(LC 1), 5=79(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:17.1 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft eave=4fF Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=132 ,,��� 2=470. 4� •�GN •'' e 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. E i s No 39380.._ 0 Thomas A. Mani PE No.39380 Mrfek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 0 WARNING- Verify design parameters and READ NOTES ON�THIS AND INCLUDED MITEK REFERANCE PAGE MIt-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 ra �' 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 111fiiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, storage, delivery, erection and tracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312,.Alexandrta, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675099 73051 J6D SPECIAL 1 1 Job Reference (optional) Chambers I ruse, Fort Pierce, FL /.69V s oep Z8 Zvl b MI I eK Inausmes, inc. I nu ivov le 14:e rho evlo rage 1 1 D: DNoLITpMF9Vja1 gZ75mQhMfzuooP-q?N WM9VH rkNORuUimEl?iejOsO_GS Es W 4xMMasyHc7L -2-6-0 2-2-0 4-10-0 6-0-0 2-6-0 2-2-0 2-8-0 1-2-0 Scale = 1:17.1 2-2.0 4-10-0 _ 6-0-0 2-2-0 2-8.0 1-2-0 Plate Offsets (X Y)-- f2:0-0-14 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.07 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 23 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=1 11 /Mechanical, 2=406/0-8-0, 5=54/Mechanical Max Horz 2=239(LC 8) Max Uplift4=-132(LC 8), 2=471(LC 8), 5= 8(LC 8) Max Grav4=111(LC 1), 2=406(LC 1), 5=79(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=15ft; B=45ft L=24111; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,`��++� 4) Refer to girder(s) for truss to truss connections. ,`♦� S A �Is� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 5 except Ot=lb) 4=132 `♦% ON 44e I.� 2=471. ♦♦ 0 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. `�♦ ' �,� S�`'•.2j �� i • No 3938Q..-:�10 E • ��: os C? e &/0 N A ,+��,%% Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITeM connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• building design. Bracing Indicated prevent of 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/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 21814. Lee Street Suite 312, Alexandd% VA 2231 A. Tampa, FL 33610 Job Truss Truss Type Qry Ply T7675100 73051 J11 JACK 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 S Sep 29 2015 MI I eK Industries, Inc. I hU NOV 19 14:27:30 2015 vage 1 I D:DNoUTpMF9Vja1 gZ75mQhMfzuooP-Or?e55Q W GudsjzOZQzBbSNT?Vz?52W 4eiOv2NCyHc7R 1-0-0 1-0-0 3x4 = Scale = 1:6.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a `n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-M) Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=2/Mechanical, 2=149/0-8-0, 4=-6/Mechanical Max Horz 2=74(LC 8) Max Uplift3=-2(LC 5), 2=-241(LC 8), 4=-6(LC 1) Max Grav3=15(LC 8), 2=149(LC 1), 4=30(LC 8) 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=15ft; 13=45ft; L=24fh eave=4ft; Cat. II Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. `�ti 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) `,A%%� p,S A. % ••�,� i No 39380. ' E N A� % 2=241. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albanl'PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wlhh possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Fruss russ lype ty y T7675101 73051 J31 SPECIAL i 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL Run: 7.620 S Apr 30 2015 Print: 7.640 S Oct 7 2015 MI 19K InOustries, Inc. 11711.1 NOV 19 14:29:23 2015 Page 1 1D:DNoUTpMF9Vja1 gZ75mQhMfzuooP-741HuFsjgxUmz_H?jSzCOSeIrW X10d2Gh5nXg9yHc5g -2-6-0 3-0-0 2-6-0 3-0-0 Scale=1:11.0 I'_ o � I 0 2.2-0 3-0-0 2-2-0 0-10-0 Plate Offsets (X Y)-- 12:0-0-14 0-0-0] [5:0-3-0 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 TCDL 7.0 Lumber DOL 1.25 BC 0.20 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=48/Mechanlcal, 2=294/0-8-0 (min. 0-1-8), 4=7/Mechanical Max Harz 2=165(LC 8) Max Uplift 3=-38(LC 5), 2= 410(LC 8) Max Grav 3=52(LC 13), 2=294(LC 1), 4=14(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) -0.01 5 >999 240 MT20 244/190 Vert(TL) -0.02 5 >999 180 Horz(TL) -0.01 4 n/a n/a Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 3 and 410 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard • No 39380..-�;� r r r • S E N A` ThomasA. Alberti PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke. East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE MI1­7473 rev. 1010312015 BEFORE USE. Design valld for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of misses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandria, VA 22314. Job Truss Truss Type city Ply T76751 D2 73051 J32 SPECIAL 1 1 L b Reference (optional) Chambers Truss, Foil Pierce, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Nov 19 14:27:32 2015 Page 1 I D: DNoUTpMF9Vja1 gZ75mQhMfzuooP-yD7P W nSmoWtayHAxXOD3XoYNQnfD W Qax9JO9R5yHc7P 0-3.0 ' 3-0-0 3x4 = Scale = 1:9.6 2-2-0 3-0-0 2-2-0 0-10-0 Plate Offsets (X Y)-- f5:0-3-0 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Aefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.02 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.03 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014[TP12007 (Matrix-M) Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=72/Mechanical, 2=136/0-8-0, 4=7/Mechanical Max Horz 2=70(LC 8) Max Upiift3=-80(LC 8), 2=-88(LC 8) Max Grav3=72(LC 1), 2=136(LC 1), 4=14(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=15ft B=45ft L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1 p 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 A. joint(s) 3, 2. Op s -44 ,`�S,� 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0 No 39380-11 E� ThomasA. Albanl PE No.39380 Mffek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL.33610 Date: November 19,2015 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10I03/2015 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 design. Bracing Indicated Is to buckling Individual truss web anchord members only. Additional temporary and permanent bracing MOW building prevent of Is always required for stabllity and to prevent collapse wah possible personal Injury and property damage. For general guidance regarding the IYEOW 6904 Parke East Btvd. fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSI/TPIT Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7676103 73051 J51 SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Nov 19 14:27:33 2015 Page 1 I D:DNoUTpMF9Vja1 gZ75mQhMfzuooP-QQhnj7SOYp?RaR1755kl4?5VcA?iFtM4Oz8izXyHc7O -2-6-0 2-2.0 5-0-0 2-6-0 2-2-0 2-10-0 Scale = 1:15.2 2-2-0 4-10-0 5-0-0 2.2-0 2-8-0 -2- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TOLL 20.0 Plate Grip DOL 1.25 TO 0.34 Vert(ILL) 0.03 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(fL) -0.04 7 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=100/Mechanical, 2=369/0-8-0, 6=30/Mechanical Max Horz 2=214(LC 8) Max Uplift4=-110(LC 8), 2=-450(LC 8) Max Grav4=100(LC 1), 2=369(LC 1), 6=60(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250'(Ib) or less except when shown. PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. I NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24fh eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 1�.A S A. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=110, e eel_ R q4 2=450. ve •E N -9 Ii 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. ,,� ��,•' �,� G S'�.•.• �i/ i� i NQ 39380. _ • S E O N A- Thomas A. Albant PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312016 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated Is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• prevent of Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, dellvery- erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. It - Job Truss Truss Type city Ply T7675104 73051 J52 SPECIAL 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 1.mv s sep za zuio MiTi ex mausrnes, inc. Thu Nov ra 14:27:34 evio rage i I D: DNoUTpMF9Vjal gZ75mQhMfzuooP-ucF9xTTOJ771 BbKKfpFXcDdf PaJ 1 _KcDddtFW-YHc7N -0-3-0 2-2-0 5-0-0 0-3-0 2-2-0 2-10-0 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 7.0 Lumber DOL 1.25 BC 0.29 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=108/Mechanical, 2=228/0-8-0, 6=30/Mechanical Max Horz 2=119(LC 8) Max Uplift4=-130(LC 8), 2= 162(LC 8) Max Grav4=108(LC 1), 2=228(LC 1), 6=60(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:12.9 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.06 7 >901 240 MT20 244/190 Vert(TL) -0.07 7 >873 180 Horz(TL) -0.02 6 n/a n/a Weight: 17lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=130, ,,,�O�O�PS 2=162. ` �• �e I� 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. r `2` • 'G E N 8 ' •'9 �i,, No 39380.._ 10 ��l `S,s � •O R 1 �•�GN% N A` 1�,`�,. Thomas A. Albanl PE No.39380 Mrfek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I.7473 rev. 1010312016 BEFORE USE. �' Design valid for use ody Mfh MITek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a lruss system. Before use, the building designer must verify the appficabillty of design parametersand 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, seeANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instihrte, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply , T7675105 73051 KJB MONO TRUSS 2 1 Job Reference (optional) unamaers iruss, ron YlefCe,M nwwsoeP— ­iorvnien nwumuva, uic. I— 1— 1. rr.u­cv,o raV. I D:DNoUTpMF9Vjal gZ75mQhMfzuooP-J BwIZVVvc2Vt223vKxpEErFD UoM PBfMgJb6w7lyHc7K -0-8-8 4-7-8 6.5-1 0-8-8 4-7-8 3-9-9 3x4 = LOADING (psf) SPACING- 2-0-0 CSi. TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 TCDL 7.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 ' Rep Stress Incr NO WB 0.16 BCDL 10.0 Code FBC2014fTP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=114/Mechanical, 2=225/0-11-5, 5=212/Mechanical Max Harz 2=163(LC 8) Max Upiift4= 168(LC 6), 2=-221(LC 8), 5=-171(LC 7) r FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-509/521, 3-11=-536/513 BOT CHORD 2-13=-500/505, 7-13— 500/505, 7-14=500/505, 6-14=-500/505 WEBS 3-6=-532/527 Scale = 1:17.4 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.03 6-7 >999 240 MT20 244/190 Vert(TL) -0.04 6-7 >999 180 Horz(TL) 0.01 5 n/a n/a Weight: 33 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=451t; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4) fit Refertto girder(s)foorntruss o truss connectionsmembers. `,�1�% chord and any other PS A. A4 � 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 4=168, ee��O • • ..... 10 t. 2=221, 5=171. e QS�'•�/ 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 lb down and 61 lb up at 1-6-1„ No 39380 102 lb down and 61 lb up at 1-6-1, 121 lb down and 94 lb up at 4-4-0, 121 lb down and 94 lb up at 4-4-0, and 140 lb down and 15011= up at 7-1-15, and 140 Ito down and 150lb up at 7-1-15 on top chord, and 1 lb down and 44lb up at 1-6-1, 1 lb down and 441b up at 1-6-1, 17 lb down and 38 lb up at 4-4-0, 17 lb down and 38 lb up at 4-4-0, and 32 lb down and 34 lb up at 7-1-15, and 32 lb down anj$ 34 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i E •' 1,41 V e LOAD CASE(S) Standard `,,'`� �S . •Q R I O,.•\�� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (ib) Thomas A. Albany PE No,39380 Vert: 3=37(F=18, B=18) 7=-7(F=-3, B=-3) 11=121(F=61, B=61) 12=-44(F=-22, B=-22) 13=31(F=16, B=16) 14=-37(F= 18, B=-18) MITek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® WARNING - Verlify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only wlih 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 tracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 i (.,J 4b Job Truss Truss Type city Ply T7675106 73051 K.18A MONO TRUSS 1 1 Job Reference (optional) chambers Truss, 1-On 1-19TCe, hL i.vYv. Fco I D: DNoUTpM FgVja1 gZ75mQhMfzuooP-nN UgmgW XNMdkgCe5ufKTn3oN EBiew6bpYFrTtIyHc7J 4-7-8 - 8-5-1 0-4-4 4-7-8 3-9-9 Scale = 1:16.7 3X4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DO 1.25 Rep Stress Incr NO Code FBC2014lrP12007 CST. TC 0.22 BC 0.19 WB 0.16 (Matrix-M) DEFL. in Vert(LL) 0.03 Vert(TL) -0.04 Horz(TL) 0.01 (loc) Udefl Ud 6-7 >999 240 6-7 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 32lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=114/Mechanical, 2=205/0-11-5, 5=213/Mechanical Max Horz2=154(LC 8) Max Uplift4=-168(LC 6), 2=-183(LC 8), 5=-171(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11 =-51 2/521, 3-11=-539/513 BOT CHORD 2-13— 504/508, 7-13=-504/508, 7-14=-504/508, 6-14=-504/508 WEBS 3-6=-535/531 NOTES- 1) Wind: ASCE 7-10; Vult=170111ph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft B=45ft; L=24fh eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��� fit between the bottom chord and any other members. ��� 1441!' 4) Refer to girder(s) for truss to truss connections. . A. A�e 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4-168, ♦0 I 0 .' � 2=183,5=171. �'.�`G NSA+'•,Y/ 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. i• 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 61 lb up at 1-6-1, No 39380. 79 lb down and 61 lb up at 1-6-1, 20 lb down and 94 lb up at 4-4-0, 20 lb down and 94 lb up at 4-4-0, and 22 lb down and 150 lb up a 7-1-15, and 22 lb down and 150 lb up at 7-1-15 on top chord, and 44lb up at 1-6-1, 44lb up at 1-6-1, 3 lb down and 38 lb up at 4-4M, 3 lb down and 38 lb up at 4-4-0, and 18lb down and 34 lb up at 7-1-15, and 18 lb down and 34lb up at 7-1-15 on bottom chord. Thy* .� design/selection of such connection device(s) is the responsibility of others. o 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), o •.� i LOAD CASE(S) Standard es�io``S ` R �•���?���� 1) Dead formRoof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25Uni�j�',S�•O� A' ���,e� Vert: 1-4= 54, 5-8=-20 Concentrated Loads (lb) ThgmasA. Albanl PE No.39380 Vert: 3=37(F=18, B=18) 7=-7(F= 3, B=-3) 11=121(F=61, B=61) 12=-44(F=-22, B_ 22) 13=31(17=16, B=16) 14=-37(F=-18, B= 18) MrrekUSA, Inc. FLCert6634 6904 Parke East Blvd. Tampa FL.33610 Date:. November 19,2015 ® 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 MITek9 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instilute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 13 t Job Truss Truss Type Qty Ply T7675107 73051 KJB SPECIAL 1 i _ Job Reference (optional) cnamoers i russ, Ton Tierce, M I D:DNoUTpMF9 Vja1 gZ75mQhMfzuooP-Fa22_AX98fmbIMDH RMriJGLQOb 1 UfbQymvbOBByHc71 -0-4-4 2-11-4 6-8-8 0-4-4 2-11-4 3-9-4 5x8 MT18HS I I 3x4 = Scale = 1:17.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TP12007 CS1. TC 0.71 BC 0.21 WB 0.06 (Matrix-M) DEFL. in Vert(LL) 0.08 Vert(TL) -0.08 Horz(TL) 0.00 (loc) I/dell L/d 6-7 >999 240 6-7 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=240/Mechanical, 2=178/0-11-5 Max Horz 2=154(LC 8) Max Uplift5= 225(LC 8), 2=-171(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-11= 278/172, 3-4=-282/226 BOT CHORD 2-12= 269/257, 7-12=-269/257, 7-13— 280/263, 6-13=-281/266, 6-14= 269/257, 5-14=-269/257 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ®`41%J 1111111101, 2) Ali plates are MT20 plates unless otherwise indicated. o 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`,�' ��S A, A4e �,�, 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 �� • C E N 9 fit between the bottom chord and any other members. SF•'.?/ 5) Refer to girder(s) for truss to truss connections. s 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=225= No 39380.._ 2=171. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 61 lb up at 1-6-1, : ro and 90 lb down and 74 ib up at 1-6-1 on top chord, and 44 lb up at 1-6-1, 49 lb up at 1-6-1, 43 lb up at 4-4-0, 43 Ib up at 4-4-0, and � E ,,,�•�: lb down and 19 lb up at 7-1-15, and 4lb down and 19 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. N7 w 9) In the LOAD CASE(S) sec tion, loads applied to the face of the truss are noted as front (F) or back (B). i�''s • ; O R 1 p. 1�1Z LOAD CASE(S) Standard!O N A 6vv�� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 111111 Uniform Loads (plf) Thomas A. Alban) PE No.39380 Vert: 1-4— 54, 7-8=-20, 6-7= 20, 5-6=-20 MfTek USA, Inc. FL Cert 6634 Concentrated Loads (lb) 6904 Parke East Blvd. Tampa FL 33610 Vert: 11=135(F=61, B=74) 12=42(F=16, B=26) 13=43(F=21, B=21) 14= 4(F=-2, B= 2) Date: November 19,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II.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 Indivdual 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. Addlfional 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Mexancirla. VA 22314. Tampa, FL 33610 r- 1% 47 Job Truss Truss Type Qty Ply T7675108 73051 V4 VALLEY 1 1 Job Reference (optional) chambers truss, Fort fierce, FL 1. s—Pca mo. iu, ix" ' 4uso U. I D:DNoUTpMF9Vja1 gZ75mQhMfzuooP-Fa22_AX98fmblMD H RMriJGLbVb3GfblymvbOBByHc71 2-0-0 4-0-0 2-0-0 3 6 = 2-0-0 Scale = 1:7.7 4.00 12 3x4 3x4 ZZZ LOADING (psf) SPACING- 2-0-0 CS. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL • 1.25 TC 0.06 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=82/4-0-0, 3=82/4-0-0 Max Horz 1= 12(LC 6) Max Upliftl=-65(LC 8), 3=-65(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 9 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; 13=45111; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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. A. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. w��,. �PS 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. E N �;. •, '9 ✓i, • No 39380. r�r ♦♦s�s�s .. Z •p •R � 0,��` ems: 8/0 N A' t `` % Thomas A. Albanl'PE No,39380 M[Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2015 ® 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 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Sulte 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T7675109 73051 VA GABLE 1 1 Job Reference (optional) Chambers Truss, I-ort Pierce, FL v- pcv cv!u' „.e., ­v — ..�yo I D: DNoiJTpMF9Vja1 gZ75mQhMfzuooP-jmcQB WYnvzuRwW nU?4MxsUtjv?PI0286?ZKajdyHc7H -0-11-0 2-4-0 4-" 5-7-0 111-o 2-4-0 2-4-0 0-11-0 3x8 11 2x3 11 4x4 = 3x8 11 Scale = 1:13.0 r- 0 6 Plate Offsets (X Y)-- (6.0-4-8 0-1-8j f8:0-4-5 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=146/4-8-0, 6=146/4-8-0, 7=151/4-8-0 Max Horz 8=-36(LC 6) Max Uplift8=-206(LC 8), 6=-206(LC 8), 7= 77(LC 8) Max Grav8=149(LC 17), 6=149(LC 18), 7=151(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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=15ft; B=45ft; L=24ft; eave=2fh Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; 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. ,, S A. 4) Gable requires continuous bottom chord bearing.�p` A� 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). �% Q4, •E IV -,, 6) Gable studs spaced at 2-0-0 oc. ♦�.�.•� \,� G SF�'•?/ 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 NO 39380.._ �_ fit between the bottom chord and any other members. 7t t~ 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except Gt=lb) 8=2rX 6=206. 'Q 10) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. E Thomas A. Alberti PE No.39380 Mfrek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL.33610 Date:. November 19,2015 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual (wilding 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312 Alexandria, VA 22314. Tampa, FL 33610 R 4 _�, 4 Job Truss Truss Type Qty Ply T7675110 73051 VB GABLE 1 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL r.o-iv s oep 2x co,o w . Gn j.,. i g- jv­ i I D:DNoUTpMF9Vja1 gZ75mQhMfzuooP-jmcQB W YnvzuRwWnU?4MxsUtkq?P RO286?ZKajdyHc7H -0.11-D 2-4-0 4-8-0 5-7-0 0-11-0 2-4-0 2-4-0 0-11 0 3x4 = 3x6 11 2x3 11 4x4 = 3x6 11 3x4 = Scale = 1:13.0 ro 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.00 4 n/r 120 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix) Weight: 21 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 2=146/4-8-0, 4=146/4-8-0, 6=157/4-8-0 Max Horz2=36(LC 7) Max Uplift2= 202(LC 8), 4— 202(LC 8), 6= 73(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - Ali forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=15ft; B=45ft; L=2411; eave=2ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; 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/rPI 1. �{I{{IJI/1/ 4) Gable requires continuous bottom chord bearing. �% P A q� S ,r1'.* 5) Gable studs spaced at 2-0-0 oc. � �hn I� 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,t Q�V;. • •"•' • •. e I® 7) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,N �`r •• �� Ci E N �'�:•, Q/li,�i, fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 2=203' NO 39380.._�.�� 4=202. * '' 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ° Thomas A. Alban! PE No.39360 Mrrek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. November 19,2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 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 is 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 Mew Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'/Id' For 4 x 2 orientation, locate plates 0-1/id' from outside edge of truss. This symbol indicates the required direction of slots in connector plates, Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS r) c O U a- O M. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 0 Of O U a- O Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MM W1 41) MiTek a MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-brocing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane atjoint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated ore minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14, Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18, Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.