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HomeMy WebLinkAboutRevisions, TRUSS, APPROVED OFFICE USE ONLY: fr1l1 DATE FILED: PERMIT# V� REVISION FEE: & qv RECEIPT# "�� 1'7 4F Qq.CD PLANNING & DEVELOPMENT SE BUILDING&CODE REGULATION DI i 009 ►� 2300 VIRGINIA AVEN --11V FORT PIERCE,FL 349$Y-5 ! t' o;tip (772)462-1553 ' APPLICATION FOR BUILDING PERMIT REVI Ir"k Qe�S� PROJECT INFORMATION LOCATION/SITE •( r ADDRESS: D 1 z lann v FA- gt'dCe, 3 s li DETAILED DESCRIPTION OF PROJECT REVISIONS: - • M ft(- t-W 0 +Y X;S 0VU. L-k)eh nc}- CONTRACTOR INFORMATION: STATE of FL,REG./CERT.#:CbbQS k\uA ST. LUCIE CO CERT. #: BUSINESS NAME: �'�IL GtQ IDYVI�S l lL QUALIFIERS NAME: ll�ll 111�tVY� HGV1d.l C I� ADDRESS: (SCip NVJ f A- CYCaV 4-j I f- Pt CITY: 1 S+ l 1 STATE: F-( ZIP: 'j4 q 3 LR PHONE (DAYTIME) "1'-l2 11 - a-1 S FAX: OWNER/BUILDER INFORMATION: NAME: C y.15y- &�VO S'k- I,kX64L [ I (, ADDRESS: W Y '� CITY: V St, Wl STATE: ZIP: -1axu PHONE (DAYTIME: " 2- -QL'n FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ��'e. -yx c-c-- lqnq ADDRESS: I2 CITY: t AA C,l STATE: ( ZIP: 3L1 Q Y7 PHONE (DAYTIME 45 2 - 1 FAX: Revised 06130117 FILE C te ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 2446274-GHO-20PSL-2446274 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GHO HOMES Project Name: LOT 20 PSL Model: - Tampa, FL 33610-4115 Lot/Block: 20 Subdivision: PSL Address: 3712 TANAGER PLACE, - City: PORT ST. LUCIE State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria$Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 1 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T24196694 A19 6/2/21 REM WEDFOR CODE COMPLIANCE IANCE ST. LUCIE COUNTY FILE The truss drawing(s)referenced above have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters �� J •..••••. F �i provided by Builders FirstSource(Fort Pierce). S4$' Truss Design Engineer's Name: Lee, Julius 69 My license renewal date for the state of Florida is February 28,2023. _ IMPORTANT NOTE:The seal on these truss component designs is a certification STATE O F that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSUTPI 1. These designs are based upon parameters �i� •• A, shown(e.g.,loads,supports,dimensions,shapes and design odes),which weregiven to MiTek 6r TRENCO. Any �i�s••• R 1•'• G e`, Teles or T project RENCO's customers fie eferre cepurpose o ly,sand was not opt taken included is f accoor unt nt n the �isill preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, Julius Lee PE No.34869 the building designer should verify applicability of design parameters and properly MITek USA,Inc.FL Cart 6634 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: June 2,2021 Lee,Julius 1 of 1 Job _ Truss Truss Type Qty Ply 2446274 T24196694 2446274-GHO-20PSL A19 Half Hip Girder 1 2 Job Reference o tional Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8A30 s May 12 2021 MiTek Industries,Inc. Wed Jun 211:53:55 2021 Pagel ID:isHchTlSssUA394me90vb7ycGrZ-y1 Qt4Zz3jkJWzCYzoZUTiJy8CaBgy_HX7SwaPLzAKVQ 1-0 3-1-1 7 0 0 135 8 28 1-0 32-0-12 31-8 8 45-2-0 -0 3-1-1 3-10-15 65 8 6 3 12 63 12 63-12 63-12 6-5-8 Scale=1:80.6 WEB FLIPPED ON ONE PLY SAO= 8.00 FIT 5x8= 3x6 I I 7x10= 4x6= 4x6= 7x10= 5x6= 6x8= 2x4= 4 23 24 5 25 26 27 28 296 30 7 31 8 32 33 34 35 9 36 10 37 11 38 39 40 12 ST1.5x8 STP— 3 2x4 112 ' � 1 5x8 i 21 41 42 20 43 19 44 45 4618 47 48 49 17 50 16 51 1552 53 54 14 55 56 57 13 5x8= 8xl4 MT20HS= 10xl2= 8xl4 MT20HS= 6x8= 6x8= 3x8 11 3x8 11 5x8= 3-1-1 135-8 1994 _, 26-'1-0 32-0-12 38-8-8 452-0 3-1-1 3-10-15 65-8 6 3-12 63 12 63-12 63-12 65 8 REPAIR:ONE WEB WAS FLIPPED SEE PAGE 2,FOR REPAIR DURING FABRICATION Plate Offsets MY)— [2:0-4-5,0-2-9),[4:0-7-12,0-2-11),[13:0-5-4,0-1-8),[14:0-3-8,0-3-0),[16:0-6-11,0-0-7),[19:0-7-0,0-0-10) LOADING (psi) SPACING- 2-0-0 CS1. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.33 17-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.74 17-18 >720 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.96 Horz(CT) 0.11 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) OA9 17-18 >999 240 Weight:732 lb FT=20% LUMBER- BRACING- TOP CHORD 2x8 SP 240OF 2.OE'ExcepV TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, 1-4:2x4 SP No.2 except end verticals. BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3"Except' 12-13:2x6 SP No.2,12-14,5-21,11-15,5-18,9-17,8-18:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 13=Mechanical,2=0-8-0 Max Horz 2=230(LC 25) Max Uplift 13=1773(LC 8),2=1847(LC 8) Max Grav 13=4264(LC 29),2=4281(LC 29) - FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 23=-8581/3617,3-0=-8612/3615,4-5=-7891/3358,5-6=14843/6216,6-8=14843/6216, 8-9=14678/6132,9-11=12150/5062,11-12=7249/3016,12-13=-4062/1778 BOT CHORD 2-21=3329f7601,20-21=5353/12659,18-20=-0353/12659,1 7-1 8=-61 32/1467 8, 15-17=-0062/12150,14-15=3016/7249 WEBS 3-21=-408/594,4-21=-1 11713071.12-14=330117934,5-21=-5397/2248, 11 8=-884 6623?91 7=-202/842,18117 983/6870,5-18=970/2484,9-15=-2188/1178, 6 J0uS C���,,,' �� J •••••• F� �I NOTES- �� . •�G ENS+ 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ��� V F•••. �� Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. = No 34869 00 Bottom chords connected as follows:2x8-2 rows staggered at 0-9-0 oc. * 0 Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-16;Vult=160mph(3second gust)Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf,h=15ft;B=45ft;L=60ft;eave=7ft;Cat. •�(/`� 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 I4 Q 5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �S1•••0 R,.• to the use of this truss component. 6)Provide adequate drainage to prevent water pending. /f N p►'`,,��� 7)All plates are MT20 plates unless otherwise indicated. 4F,81 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Julius Lee PE No.34869 9).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 MIek USA,Inc.FL Cert 6634 will fit between the bottom chord and any other members. 6904 Parke East Blvd.Tampa FL 33610 10)Refer to girder(s)for truss to truss connections. Date: 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1773 lb uplift at joint 13 and 1847 Ib June 2,2021 uplift at joint 2. ODGIe"pa9e� ,design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119i2020 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,see ANSVTPlt Quanly Criferfa,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lntorrnaflon available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Job ` Truss Truss Type Qty Ply 2446274 T24196694 2446274-GHO-20PSL A19 Half Hip Girder 1 2 Job Reference optional) Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 11:53:55 2021 Page 2 ID:isHchTISssUA394me90vb7ycGrZ-y1 Qt4Zz3jkJWzCYzoZUTiJy8Ca8gy_HX?SwaPLzAKVQ NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)368 Ib down and 317 Ib up at 7-0-0,226 Ib down and 191 Ib up at 9-0-12,226 Ib down and 191 Ib up at 11-0-12,226 Ib down and 191 Ib up at 13-0-12,226 Ib down and 191 Ib up at 15-0-12,226 Ib down and 191 Ib up at 17-0-12,226 Ib down and 191 Ib up at 19-0-12,226 Ib down and 191 Ib up at 21-0-12,226 Ib down and 191 Ib up at 23-0-12,226 lb down and 191 Ib up at 25-0-12,226 Ib down and 191 Ib up at 27-0-12,226 Ib down and 191 Ib up at 29-0-12,226 Ib down and 191 Ib up at 31-0-12,226 Ib down and 191 Ib up at 33-0-12,226 Ib down and 191 Ib up at 35.0-12,226 Ib down and 191 Ib up at 37-0-12,226 Ib down and 191 Ib up at 39-0-12,and 226 Ib down and 191 Ib up at 41-0-12,and 226 Ib down and 191 Ib up at 43-0-12 on top chord,and 466 Ib down and 224 Ib up at 7-0-0,85 Ib down at 9-0-12,85 Ib down at 11-0-12,85 Ib down at 13-0-12,85 Ib down at 15-0-12,85 Ib down at 17-0-12,85 Ib down at 19-0-12,85 Ib down at 21-0-12,85 Ib down at 23-0-12,85 Ib down at 25-0-12,85 Ib down at 27-0-12,85 Ib down at 29-0-12,85 Ib down at 31-0-12,85 Ib down at 33-0-12,85 Ib down at 35-0-12,85 lb down at 37-0-12,85 Ib down at 39-0-12,and 85 Ib down at 41-0-12,and 85 Ib down at 43-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4-70,4-12=70,2-13=20 Concentrated Loads(lb) Vert:4=139(B)7=135(B)21=-437(B)10=-135(B)16=61(B)23=-135(B)24=135(B)25=135(B)27=135(B)28=135(B)29=135(B)30=-135(B)31=135(B) 32=-135(B)33=135(B)35=135(B)36=-135(B)37=135(13)38=-135(B)39=-135(B)40=-135(B)41=-61(B)42=-61(B)43=61(B)44=-61(B)45=-61(B)46=-61(B) 47=-61(B)48=-61(B)49=-61(B)50=-61(B)51=-61(B)52=-61(B)53=-01(B)54=-61(B)55�61(B)56=-01(B)57=-61(B) 1-0 3-1-1 7-0-0 135 8 19-9-0 26-1-0 32�-12 38-0 8 45 2-0 -0 3 1-1 3-10-15 6 5 8 6-0 12 6-3 12 fi-0-12 6312 6 5 8 Scale=1:80.0 4-M 6.00 12 8x10= 5x8 3x6 6xB 4x8 4x6 6x8 5x6 6x8 _ 4 23 24 5 2526 27 28 296 3D 7 31 8 32 33 34 35 9 36 10 37 11 38 39 40 12. 2x4= ST1.5x8 STP= + + + + + + + + 3 + + + + 2x4II2 + + + + 1 5xB 21 41 42 20 43 19 44 45 461E 47 48 49 17 50 16 51 1552 53 54 14 55 56 57 13 5x8= 6x12 MT20HS= 5x8= 6x12 MT20HS= 5x6= 5x8= 3x8 11 3x8= 4x6= THIS WEB WAS FLIPPED DURING FABRICATION ON ONE PLY + + ATTACH 3/4"PLYWOOD OR OSB GUSSET(23/32"RATED SHEATHING 48124 FRCP 1)TO PLATES SHOWN ARE ACTUAL SIZES USED ON THIS PLY. + + ONE FACE OF TRUSS WITH(0.131"X 2.5")NAILS PER THE FOLLOWING NAIL SCHEDULE: PLATE AT JOINT 20 IS UNDERSIZED. ++++ 2 X VS-2 ROWS,2 X 4-S-3 ROWS,2 X VS AND LARGER-4 ROWS:SPACED @ 2"O.C. REPAIR REQUIRED. INTO EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. 3 1-1 7-0-0 13 u 8 19-9-4 28-1-0 32-4-12 38-M 45 2-0 r 3-1-1 3-10-15 65 8 6 3-12 63 12 6-3-12 6312 65$ Plate Offsets(X,Y)- [2:04-5,0-2-9],[4:0-3-12,0-5,41,[13:0-5-4,0-1-8],[14:0-M,0-2-8] ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERENCE PAGE Mll-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing indicated is to prevent budding 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,see ANSVTPI1 Quality Crlteds,DSB-89 and BCS1Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 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-insixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing,is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer.For c1-2 c2-3 wide truss spacing,individual lateral braces themselves �'y16 may require bracing,or alternative Tor I 0 WEBS �a v 4 bracing should be considered. O �'•� y1 Ix 3. Never exceed the design loading shown and never U0 stack materials on inadequately braced trusses. U a0 0. 4. Provide copies of this truss design to the building O designer,erection supervisor,property owner and For 4 x 2 orientation,locate c�$ CS-7 cs; F- all other interested parties. plates 0- y+s'from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated byANSIrrPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO Design n assumes trusses will be suitably connector plates. THE LEFT. 9 y protected from p the environment in accord with ANSUTPI 1. * CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber Plate location details available In MITek 20120 NUMBERS/LETTERS. software or upon request. shall not exceed 19%at time of fabrication. 9. Unless expressly noted,this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: 10.Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator.General practice is to 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 camber for dead load deflection. to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 11.Plate type,size,orientation and location dimensions the length parallel to slots. 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 specified. Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 13.Top chords must be sheathed or purlins provided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or I bracing 14.Bottom chords require lateral bracing at 10 ft.spacing, if indicated. Lumber design values are in accordance with ANSI/TPI 1 or less,if no ceiling is installed,unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by Others. 15.Connections not shown are the responsibility of others. 16.Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 19.Review all portions of this design(front,back,words ANSIITPI1: National Design Specification for Metal and pictures)before use.Reviewing pictures alone is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. 20.Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, MiTek 21.The design does not take into account any dynamic Installing&Bracing of Metal Plate or other loads other than those expressly stated. Connected Wood Trusses. MITek Engineering Reference Sheet:MI1-7473 rev.5/19/2020