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HomeMy WebLinkAboutTruss Drawings Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. File Copy MiTek. RE: J33449- J33449-S. Florida-7904 Garage MiTek USA, Inc. Site Information: 6904 Parke East Blvd. ' Customer Info: South Florida Aluminum Products Project Name: Garage Model: Tampa, FL 33610-4115 Lot/Block: Subdivision: Address: 7904 McClintock Way 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 8.0 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 2 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. ISeal# Truss Name I Date 1 IT10660462 IA01 3/16/17 12 IT10660463 IA02GE 1 3/16/17 The truss drawing(s)referenced above have been prepared by MiTek ` .0PCOuIN. VFW USA,Inc.under my direct supervision based on the parameters ��� J•.•'�G E N provided by East Coast Truss. �' F n Engineer's Name: Velez, Joaquin • • No 6e18 Truss Design 9� q My license renewal date for the state of Florida is February 28,2019. = ,t IMPORTANT NOTE:The seal on these truss component designs is a certification -'53•'. STATE F : 44/� that the engineer named is licensed in the jurisdiction(s)identified and that the , A, .'Designs comply with ANSI/TPI 1. These designs are based upon parameters i"��* < p R O P;Q\ " shown(e.g.,loads,supports,dimensions,shapes and design codes),which were taken 49, •' �� ...... �% fie MiTek. project specific information i for i customers N Ailereferencepurposeony,an was not nto included is in preparation of these designs. MiTek has not independently verified the applicability of the design Joaquin Velez PE No.68182 -parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: March 16,2017 Velez,Joaquin 1 of 1 Job Truss Truss Type my Ply J33449-S.Florida-7904 Garage ` T10660462 J33449 A01 COMMON 10 1 Jab Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 16 05:49:28 2017 Page 1 I D:AP4WD2dFvDSKVbFBII?58GyB1 vX-OYsfuOMVoihbd2zVOd6ai4mV1 S_NBiJOKTQYQzaSF5 0-10-8 5-0$ 10-M 14-5-8 20-0-0 20-10 8 r0-10-8 5-6-8 4-5-8 4-5-8 5-6-8 0-10-8 Scale=1:35.1 4x4= 2.75 r12 4 tx4 1x4 i 3 5 0,1 2 6 7 k d 10 9 8 d 3x4 = 3x4= 3x4 = 3x4 = 3x4 = 7-0-5 12-11-11 20-M 7-0-5 5-11-5 7-0-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.20 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.35 8-10 >679 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:80 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. 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=789/0-6-0,6=78910-6-0 Max Horz 2=-48(LC 5) Max Uplift 2=-399(LC 8),6=-399(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2109/994,3-4=1885/841,4-5=-1885/841,5-6=-2109/994 BOT CHORD 2-10=-905/2029,8-10=-605/1453,6-8=-905/2029 WEBS 4-8=133/489,5-8=-302/257,4-1 0=-1 33/489,3-10=-302/256 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 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 399 lb uplift at joint 2 and 399 lb uplift at joint 6. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIrM1 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 36610 Job Truss Truss Type Qty Ply J33449-S.Florida-7904 Garage T10660463 J33449 A02GE COMMON SUPPORTED GAB 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 16 05:49:29 2017 Page 1 ID:AP4WD2dFvDSKVbFBII?58GyB1vX-skQ16kN7ZOpSTvd935BL6vdz3Ru76g3Sd—Cz4szaSF4 r0-10-8 10-0-0 20-0-0 20-10-81 0-10-8 10-0-0 10-0-0 0-10-8 Scale=1:35.1 4x4= 2.75 12 1x4 II 6 1x4 II 1x4 II 5 7 1x4 I 1.4 II 4 8 1x4 II n 3 9 dlt 2 10 11 M d o 3x4 = 18 17 16 15 14 13 12 3x4 = 1x4 I 1x4 II 1x4 II 1x4 I 5x5 = 1x4 II 1x4 II 20-M 20-M Plate Offsets(X.Y)— 114:0-2-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 11 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.01 11 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-S Weight:76 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-0-0. (lb)- Max Horz 2=-47(LC 5) Max Uplift All uplift 100 lb or less at joint(s)15,16,17,14,13 except 2=-131(LC 8),18=-130(LC 8). 12=130(LC 8).10=-131(LC 8) Max Grav All reactions 250 lb or less atjoint(s)2,15,16,17,14,13,10 except 18=291(LC 17),12=291(LC 18) 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=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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 ANSIIrPI 1. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,16,17,14,13 except(jt=1b)2=131,18=130,12=130,10=131. i y- ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE. �e Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not e�• a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall i•Yii building design.Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M�'�'®k' Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and SCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/ ' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. 0 � �� c1-2 c2a 2. Truss bracing must be designed by an engineer.For 16 a04 wide truss spacing,individual lateral braces themselves WEBS may require bracing,or alternative Tor I IX � wp bracing should be considered. 0 U �� �;1 C� O3. Never exceed the design loading shown and never EL U stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c�s cs-� F designer,erection supervisor,property owner and plates 0- 'hit'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSUTPI 1. connector plates. THE LEFT. p 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/rPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content lumber /o shall not exceed 19 at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ]CC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to 4 X 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel t0 slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless Otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. __R 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. i BCSI: Building Component Safely Information, 20.Design assumes manufacture in accordance with • Guide to Good Practice for Handling, ANSIfrPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.1 0/0 312 0 1 5 IU El VILL NOT BE ACCEPTED MI— R DIN WARNING" COMPONENTS AS DEFINED BY WTCA 1-1005. 1)FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS WARNING' Gr&NUMBER OF GIRDER AND DESIGN DEPARTMENT APPROVES THEM IN ADVANCE p EICT r o LL BEARING POINTS MUST BE INSTALLED PRIOR TO DIAPHRAMS HAVE NOT BEEN ANALYZED BY N THE BCSI-81 SUMMARY SHEETS RUSS LL EERING HANGERS ARE SIMPSON STRONG-TIE UNLESS NSTALUNG ANY TRUSSESI FAILURE TO DO SO MAY EAST COAST TRUSS. Z)PERMANENT BRACING FOR THE STRUCTURE IS HE PLIES ANO THE CONNECTION INFORMATION. OTHERWISE NOTED.INSTALL HANGERS ACCORDING r RESULT IN DAMAGED TRUSSES AND WILL VOID ALL F00.ERECTION ANO INSTALLATION OF TRUSSES ESPONSIBILITY OF OTHERS. UR DESIGN DEPARTMENT MUST APPROVE TO THE CURRENT SIMPSON STRONG-TIE CATALOG FAST COAST 7RU55 O 'TEO ARANTIES. FOLLOW INSTRUCTIONS ON THE SCSI-BI SUMMARY 3)INSTALL WEB BRACING AS STATED ON SEALED ALTERATIONS ANO/OR REPAIRS TO TRUSSES IN e. 1T SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS NGINEERING TRUSS DRAWINGS. ADVANCE. USTOMER:South Flodd.Aluminum Pmd." a- OB NAME111.Gmapo - �9�� -+ C OPY ITYICOUNTY:PSUSL 1.11a oY 08 OBN N J]]dda ODEL:(777f 3ARAGE: Q FT-400 Igg O]I N LATEST I I AU 1l 16RMA MSILSTRATIVE COOS 61CISS IXM(])It),¢ASr COAST TRUSS U Ch. "True Dedpv¢-plea TYulra en deal&-ed Iv eC,,,A va wIIh she Mudd.Bonding Code By anl Part.).NI.ploveman(.)•.19nahoed ywh.re on NIe shoot,Ch...I....or 19. A 8'-1" PLATE HT. (MIN.) epos.-NIM with.ohnowodOealhatofMouneldpl.n A01 .es wIN No shuvW al Nknt of Ne pm7aaL Th.,:tomer duo acFna vlldgas Net Wa.PP.v 1'101/2" " n:ewe..saadd..Ureiummmm.vq a Ao1 12 -0 PLATE HT. (MAX.) nlhe w an NI,also c1huMg. The walamer also aclul'My.o Not^el.M c-P.McMJal raeponMdlry far.nY repay, O - npNeadn%antl I.hm Ir hod dua la enure other _ en Naeo of EAST COAST TRUSS. lk A01 pned: Da e: o - B ESION CRITERIA-MWFRS AO1 CPOSURE-C CUPANCY CAT EGORY-II VWF SPEED" UILDING TYPE-ENCLOSED AO1 EAN HEIGHT-16.00 O LSF-OORC L TCDL-IICLUR FACTORL-BC LO 0 40.0,10.0,0.0 5.0 A01 OOF:OUR FACTOR=125 O - SF-TCLL-TCOL-BCLL-SCDL N o 0.0,7.0,0.0,1 0.0 ° A01 Indicates Left End Of Truss LOADS PER FBC&FRC •NON-CONCURRENT BC LL 10pat Z A01 On Layout & ,Engineering Sheets CONCURRENT BC STORAGE LLZO pat g o DEFINITIONS MWF-MAIN WIND FORCE A01 CaC-COMPONENTS AND CLADDING TO B=TOP OF BEARING . TO=TOP CHORD BC=BOTTOM CHORD AO1 LL LIVE LOAD > OL =DEAD LOAD d pat=POUNDS PER SQUARE FOOT N -POUNDS O ORTRUSSES U UNLESS SHOWN ON ENGINEERED TRUSS J DRAWING. A02GE ALL GIRDERICOLUMN LOADS MUST O _—_.�_._.�_._.__.__._.._.. - BY-PASS FLOOR TRUSS UNLESS SHOWN ONENOINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES a SPANNING]0'.O'OR MORE Q .Z 75� UST BE SET WITH A SPREADER BAR.THE PREADER BAR SHOULD BE AT LEAST UZ TO 20'O" 3IN SET. AS THE SPAN OF THE TRUSS A „/7 ° y;,yv.I✓- nREFER TO FOR COMPLETE AND S RECTION AND SAFETY PROCEDURES. ALL WAMS BY BUILDER 16 SUPPORT ANY PLANT SHELVES O a TRUSS PLACEMENT PLAN �� pata . ea en y