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HomeMy WebLinkAboutTrussA=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGIN G NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE "ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. A&] n! DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span 60 degrees Spreader Bar or less �_ 1 /2 o T g Line span approx. REFER TO BCSI Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. fag _ Approx 2/3 to Line 1/2 of Span REFER TO BCSI iss must be set this way if crone used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A AIF=;Z HANlE:>1—ER iVOTIF= 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. For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder Nails must be as shown. Guide tabs Dome angle nails. Truss SEAT PLATES BY CHAMBERS U REPRESENTS A HANGER INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR 12 upset=1/4" heel=313/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT VARIES TYPICAL END DETAIL A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers IMPORTANT NOTE IT IS THE RESPONSIBILITY OF THE PERSON SIGNING THIS LAYOUT TO FIELD VERIFY THAT THE ROOF PITCH, HEEL CONDITIONS„ OVERHANGS, TRUSS SPANS, AND OTHER CONDITIONS SHOWN IN THIIS LAYOUT MATCH THE EXISTING STRUCTURE. TRUSSES WILL BE BUILT PER THE LAYOUT ONLY. FABRICATION AGREEMENT' TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED 8, 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 certtfied 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 fumished Chambers Truss shall have three (3) bugness days in which to begin repairs required, or to substitute othe[ trusses, at Chambers option. 4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA. 5. Delivery Is to job site. It Is the buyer's* responsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site o'r a poMon 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 riot 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 try paragraph 7 below is subject to change If any changes are. made In this layout A $50 per hour fee for revisions may be charged by Chambers Truss. ' . 7. This is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If nb; agreement a reasonable price. Invoice wilt be made on delivery and paid within terms of net on delivery. Invoice may. be made at scheduled date bf delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers.Tluss reasonable attomey's fee for collections In event of payment not timely made. 1-1R %, per month service charge will be added for all sums not paid within terns. 8. Signature or Initials anywhere on this sheet constitutes agreement to all terns 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 a4omeys fees, If default in payment for material be made by the recipient. I, '10. In the event of any litigation conceming this agreement, the Items fumished hereunder or payments referred to herein, the. parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per "National Standard And Recommended Guidelines On Rasponsibflltles For Construction Using Metal Plate Connected Wood Trusses ANSIlrPIlWTCA 4 - 2002"" DATED SIGNED , FOR TITLE I Aspulderbarmaybe re9tlued per"BCSI 1-03,,tD pium'dinjury8r 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 must be set and braced perdesign to prevent injury & damage, Trusses must be set plumb and square Do not' set bunks or stack of plywood, roofing material or any other co'ficentrated loads on trusses, this can cause collapse. o� DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3106 oleander Avenue Fort Plerceil Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach 772-569-2012 Stuart 772.286-3302 ..._� nu_, nu�uIZCDCTQrICS_CiOM 90.5/92.6 MITEK 4.2 I REDUCIBLE DESIGN CRITERIA ECCRITERIA R ODE SUCH AS BC 604.6.1 County SAINT LUCIE Building Department City of PORT ST LUCIE Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake 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 160mph 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 C:COASTAL Barrier Island No Conforms to FBC 2014 7 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: 73061 Scale: 1 /4 = 1' 33 total trusses, 7 different trusses. MI 4: BLW ACAD: BLW Reviewed By: Date: 11 /04/15 FOR GLEN BUSH DESCRIPTION: ADDITION PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE PAUL �TWELCH INC. VILEP1G. 73061 1984 B PORT SAIN E PAU ' H F LA F G, 4 Lumber design Values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 73061 - MiTek USA, Inc, 6904 Parke East Blvd. Site Information: Tampa, FL 33610-4115 Customer Info: Glen & Christa Bush Project Name: Bush Addition Model: Lot/Block: Subdivision: Address: unknown City: Port St. Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (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 HeighH Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 7 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date 1 IT7607413 J A 1 11/4/015 12 1 T7607414 I GEA 1 11/4/015 1 3 T7607415 VA 1 11 /4/015 1 14, 1 T7607416 I VB 1 11/4/015 1 15 1 T7607417 I VC 1 11 /4/015 1 16 1 T7607418 1 VD 1 11 /4/015 1 17 1 T7607419 I VE 1 11/4/0151 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: Velez, Joaquin 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. ``���` PC,U I N v 182 • STATE OF ' 14/' •� . 4.C� . ;O N A� -- Joaquin Velez PE No.68182 We U A Incgot ert 663 6 Eas. T o ,e 1 Velez, Joaquin 1 of 1 Job Truss russ ype —T ryJ7,7-- T7607413 FJobeference 73061 A MONO TRUSS 21 1 (optional) Chambers Truss, Fort fierce, FL ...,�.. �.,o����,.,.. ........... _. ._.__._. __.__�_. I D: PSZC35bBViR4DAvINtozeYyQW DV-EovyOsTwPEPhUY_kCOHx91jTOZY4aR4jo27zYlyMXAc 2-0-0 8-5-4 15-6-11 22-8-0 2-0-0 8-5-4 7-1-8 7-1-5 2.50 12 Scale = 1:41.2 2x3 11 3x4 = 3x6 = 4x4 = 6x8 = 2x3 11 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/TP12007 CSI. TC 0.30 BC 0.45 WB 0.48 (Matrix-M) DEFL. in Vert(LL) 0.21 Vert(TL) -0.36 Horz(TL) 0.08 (loc) I/defl Ud 9 >999 240 9-13 >756 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-3-4 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-8, 5-7 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=967/0-8-0, 7=809/0-8-0 Max Horz 2=291(LC 4) Max Upiift2= 593(LC 4), 7=-465(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2495/1207, 3-4=-1356/633, 4-5= 1286/640 BOT CHORD 2-10=-1376/2404, 9-10— 1376/2404, 8-9=-1376/2404, 7-8=-742/1292 WEBS 3-9=0/277, 3-8= 1147/653, 5-8= 1141526, 5-7=-1427/820 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave--llt; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. tttt111111111ill. 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 ,v PPU IN VFW 1 fit between the bottom chord and any other members. ,� 0 • • •. • 4) jProvide mechanical connection (by others) of truss to bearing plate capable of withstanding 593 Ib uplift at joint 2 and 465 lb uplift at :♦ , �� G E N S�.•� 0= i 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. NO 68182 • 4 � . • ?O :•T E O F s � � 11111111 l it l Wtt Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 4,2015 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 101012015 BEFORE USE. � Design valid for use only with Mlrek® connectors. this design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall �p 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 e East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPl l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Tampa, Job I russ Truss Type typly T7607414 73061 GEA GABLE 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 2-0-0 m �1 6 7.640 s Sep 29 2015 MiTek Industries, Inc. Wed Nov 04 16:00:08 2015 Page 1 ID:PSZC35bBViR4DAvINtozeYyQW DV-i?TKcCUYAYXY5iZwl5oAhFGgOy_zJ?_sOisX5ByMXAb 22-8-0 22.8-0 Scale = 1:42.6 2.50 12 3x4 11 12 13 3x4 = 24 23 22 21 20 19 18 17 16 15 14 3x6 = 3x4 11 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 FBC2014lrP12007 CSI. TC 0.16 BC 0.09 WB 0.05 (Matrix) DEFL. in Vert(LL) 0.01 Vert(TL) 0.01 Horz(TL) -0.00 (loc) I/defl Ud 1 n/r 120 1 n/r 120 14 n/a n/a PLATES GRIP MT20 244/190 Weight: 110 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. 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. All bearings 22-8-0. (lb) - Max Harz 2=291(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 16, 17, 18, 19, 20, 21, 23 except 2=-224(LC 4), 24=-125(LC 4) Max Grav All reactions 250 lb or less at joint(s) 14, 15, 16, 17, 18, 19, 20, 21, 23 except 2=282(LC 1), 24=302(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=151t; B=45ft; L=24ft eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSIfrPI 1. ,`,V111 111 111111111� 3) All plates are 2x3 MT20 unless otherwise indicated. �� PQU I N 4) Gable requires continuous bottom chord bearing. O •. • • .* • �I 5) Gable studs spaced at 2-0-0 oc. ��� , •'•\Ci E N S' 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F••. �� 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will No 68182 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 joints) 14, 15, 16, 17, 18, 1 EC 20, 21, 23 except Qt=lb) 2=224, 24=125. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �'0 • +� F •44/� �ONAk- Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33616 Date: November 4,2015 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03Q015 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 Im a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always 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/TPl i Quality Criteria, DSB-89 and SCSI 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 tyly T7607415 73061 VA SPECIAL 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep za 2015 Mi i ea industries, inc. Wed Nuv uv r o.uu.us 2 r o - 9n , 1 D:PSZC35bBViR4DAvINtozeYyQW DV-AB1jpYVAxsfPjsB7JoJPESorYM 152RDOFMc4ddyMXAa 2-0-12 6-0.0 12-0-0 18-0-0 21-11.4 2-o-12 6-0-0 6-0-0 6-0-0 3-11-4 3x4 II 2x3 11 14 " 15 2x3 I I 3x6 = 4 16 5 17 Scale = 1:41.4 2x3 11 3x4 II 13 12 11 10 9 b 3x4 II 2x3 11 3x6 = 2x3 I I 2x3 I 3x4 I I LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014frP12007 CSI. DEFL. in (loc) I/defl Ud TC 0.17 Vert(LL) 0.01 1 n/r 120 BC 0.22 Vert(TL) 0.01 1 n/r 120 WB 0.11 Horz(TL) 0.00 8 n/a n/a (Matrix) PLATES GRIP MT20 244/190 Weight: 96 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, 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. All bearings 21-11-4. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 8 except 13=-314(LC 4), 12=-225(LC 4), 10=-245(LC 8), 9= 235(LC 5) Max Grav All reactions 250 lb or less at joint(s) 8 except 13=345(LC 2), 12=598(LC 13), 10=578(LC 13), 9=506(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-274/328 WEBS 3-12= 322/265, 4-10— 332/281, 6-9= 289/268 NOTES- 1) Wind: ASIDE 7-10; VUlt=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=3.Opst; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except Qt=lb) 13=314, 12=225, 10=245, 9=235. 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. �%%%�IQV�N III,,. VF4f.*ee 0 �F e �� J .•'•GENS-• No 68182 � 'U ' • 1 E OF '�/Z ee , O R p •N % M_ 1111111 Joaquin Velez PE No.68182 MiTek USA, inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 4,2015 ® 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 B based only upon parameters shown, and Is for an Individual bu0ding 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 fabricatlom 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,'Sulte 312. Alexandria, VA 22314. Tampa, FL 33610 Job I rues russ ype ty y T7607416 73061 VB SPECIAL 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2016 MiTek Industries, Inc. Wed Nov 04 16:00:10 2015 Page 1 I D: PSZC35bBViR4DAvINtozeYyQW DV-eNb51 uVoi9nGL?jJtW rengLOHmfVnug9UOLd93yMXAZ -2-0.12 6-0-0 12-" 18-0-0 21-11-4 2-0-12 6-0-0 6-0-0 6-0-0 3-11-4 3x4 11 2x3 11 14 - 15 Scale = 1:41.4 2x3 11 3x6 = 2x3 I I 3x4 11 4 16 5 17 6 7 13 12 11 10 9 8 3x4 11 2x3 11 3x6 = 2a3 I I 2x3 I 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 1 ri/r 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) 0.01 1 n/r 120 BCLL 0.0 Rep Stresslncr YES WB 0.09 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC20141rP12007 (Matrix) Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 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. All bearings 21-11-4. - (lb) - Max Uplift All uplift 100 lb or less at Joint(s) 8 except 13=-314(LC 4), 12=-225(LC 4), 10=-245(LC 8), 9=-235(LC 5) Max Grav All reactions 250 lb or less at joint(s) 8 except 13=323(LC 1), 12=451(LC 1), 10=453(LC 1), 9=396(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-274/328 WEBS 3-12— 322/265, 4-10= 332/281, 6-9= 289/268 NOTES- 1) Wind: ASCE 7-10; Vult=166mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except at=lb) 13=314, 12=225, 10=245, 9=235. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. wtQ�IN IrV���si G�E N No 68182 E OF • 44/' ,� a O Q •• o�4f �O N AL ����• i�sI.r111111 � r 0% Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: November 4,2015 ® 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 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/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 31Z Alexandria, VA 22314. Tampa, FL 33610 Job Truss truss type tyPly T7607417 73061 VC SPECIAL 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep zs 20i 5 mi i ek mausmes, in, Weu ivuv 04 16:00:1 u 4v sp rage i I D: PSZC35bBViR4DAvINtozeYyQW DV-eNb51 uVoi9nGL?jJtW rengLOHmtW ntix9UOLd93yMXAZ -2-0-12 6-M 12.0.0 18-0-0 21-111 2-0-12 6-M 6-M 6-0-0 3-11-4 3x4 11 2x3 11 14 a 15 Scale = 1:41.4 2x3 I I 3x6 = 2x3 I1 3x4 11 4 16 5 17 6 7 13 12 11 10 9 e 3x4 11 2x3 1 3x6 = 2x3 II 2x3 II 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) 0.01 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES W B 0.08 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC2014fTP12007 (Matrix) Weight: 85 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 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 quide. REACTIONS. All bearings 21-11-4. (lb) - Max Uplift All uplift 100 lb or less at joints) 8 except 13= 314(LC 4), 12=-226(LC 4), 10=-245(LC 8), 9=-235(LC 5) Max Grav All reactions 250 lb or less at joint(s) 8 except 13=324(LC 1), 12=450(LC 1), 10=453(LC 1), 9=395(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-274/328 WEBS 3-12= 322/265, 4-10= 332/281, 6-9= 288/267 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511t; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except Ot=lb) 13=314, 12=226, 10=245, 9=235. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �op�.•�''QiiiN No 68182 E OF e � '..OR O •, ems. ON At �rrrni>;►�� Joaquin Velez PE N0.68182 MiTek USA, Inc. FL Cert 6634 69M Parke East Blvd. Tampa FL 33610 Date: November 4,2015 Q WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. �� Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not t 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, dellvery- erecllon 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 I russ Truss Type ty ply T7607418 73061 VD SPECIAL 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 Mi i ex industries, Inc. Wed Nov uv 16:00:I r 2015 rage I I D: PSZC35bBViR4DAvINtozeYyQW DV-6a9TEEW RSTv7y91VRDMtJtuB1 A?IW LBJig5BhWyMXAY -2-0-12 6-0-0 12-M 18-0-0 21-11-4 2-0-i2 6-0-0 6-0-0 6-0-0 3-11-4 3x4 11 2x3 11 14 a 15 Scale=1:41.4 2x3 II 3x6 = 2x3 I 3x4 I I 4 16 5 17 6 7 13 12 11 10 9 Is 3x4 11 2x3 13x6 = 2x3 I I 2x3 I I 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 1 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC OA5 Vert(TL) 0.01 1 n/r 120 BCLL 0.0 " Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix) .4 PLATES GRIP MT20 244/190 Weight: 79 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 20 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. All bearings 21-11-4. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 8 except 13=-313(LC 4), 12=-226(LC 4), 10=-244(LC 8), 9= 234(LC 5) Max Grav All reactions 250 lb or less at joint(s) 8 except 13=324(LC 1), 12=450(LC 1), 10=453(LC 1), 9=394(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-274/327 WEBS 3-12=-321/266, 4-10= 332/281, 6-9= 288/267 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except Qt=lb) 13=313, 12=226, 10=244, 9=234. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. QUIN'V���ii I ,O .. • C,•E iV S • �� �iis No 681.82 a :� • rti E O F '• W Al - Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 4,2015 ® 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. fits 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 wilh possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and muss 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, Suite 312, Alexandrla, VA 22314. Tampa, FL 33610 Job rusS Truss Type + y T7607419 73061 VE SPECIAL 2 1 Job Reference (optional) Chambers Truss, Fort Pierce, FL 7.640 s Sep 29 2015 MI I ek industries, Inc. Wed Nov 04 16:00;12 QUID rage 1 ID:PSZC35bBViR4DAvINtozeYyQW DV-bmjrSaX3Dn1_adth_xt6s5QMmaLzFnRSxJgkEyyMXAX -2-0-12 6-0.0 12-0-0 18-0.0 21-11-4 2-0-12 6-0-0 6-0-0 6-M 3-11-4 Scale = 1:41.4 3x4 11 1 2 2x3 11 14 3 15 2x3 11 4 16 3x6 = 5 17 2x3 11 3x4 I I 6 7 13 3x4 11 6-M 12 2x3 11 3x6 = 12-0-0 10 2x3 11 18-" 9 8 2x3 11 3x4 I 21-11-4 6-0-0 6-0-0 6-" 3-11-4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014ITP12007 CSI. TC 0.17 BC 0.15 WB 0.08 (Matrix) DEFL. in Vert(LL) 0.01 Vert(TL) 0.01 Horz(TL) 0.00 (loc) I/dell 1 n/r 1 n/r 8 n/a Ud 120 120 n/a PLATES GRIP MT20 244/190 Weight: 73lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling, 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. All bearings 21-11-4. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 8 except 13=-313(LC 4), 12=-227(LC 4), 10= 244(LC 8), 9=-234(LC 5) Max Grav Ali reactions 250 ib or less at joint(s) 8 except 13=324(LC 1), 12=449(LC 1), 10=453(LC 1), 9=393(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-274/327 WEBS 3-12= 322/267, 4-10=332/281, 6-9= 287/266 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 13=313, 12=227, 10=244, 9=234. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. %%I111III►I►►i'' %`, P'Q1} `N O •.. �* S.• DENS •.��.� • No 68182 O :• rt E OF ' Cu . ,4 ►►►►►1111111t Joaquin Velez PE Nd.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 4,2015 ® 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 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 applicabtllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, 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 Symbols PLATE LOCATION AND ORIENTATION 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. 0-711, For 4 x 2 orientation, locate plates 0-1wra' 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 MIN Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 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 [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use 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 are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.