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HomeMy WebLinkAboutRevision OFFICE USE ONLY: DATE FILED: PERMIT Ot f •' V REVISION FEE: RECEIPT# PLANNING &DEVELOPMENT SERVICES RECEIVED BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE , .k JUN 0 4 2021 FORT PIERCE,FL 34982-56 * G f . , St.Lucie County (772)462-1553 � ; .•' Permitting APPLICATION FOR BUILDING PER T a , L"l Y PROJECT INFORMATION b LOCATION/SITE u. r ADDRESS: 52 17 Ha-�J'a a C-"e- �L DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. j�' d 2,6 ,D ST. LUCIE CO CERT. BUSINESS NAME: P-5 C 19/'0 `e—(,1 c- QUALIFIERS NAME: AGr k ei J,r,L ADDRESS: D 15 ur P5,6 g V d - Si&j-e- I O� CITY: STATE: (=L, ZIP: '�L{ Q'L1 PHONE DAYTIME): -772-3 3 46=O a9' FAX: �11A OWNER/BUILDER INFORMATION: FILE COPY NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME: FAX: ARCIIITECT/ENGINEER INFORMATION: NAME: i "4 i G ADDRESS: 'g'aq_j7�.k� ZIP:CITY: STATE: �_�� PHONE DAYTIME): FAX: N4A SLCCC: 9123109 RECEIVED Revised 06130/17 - POMItting Department St Lucie County ® 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: 2569762-PSLP-ZEITZ- MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 3361 0-41 1 5 Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: ZEITZ Model: . Lot/Block: . Subdivision: . Address: 8217 MAIDENCANE PLACE, . City: PORT SAINT 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.4 tn Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T24157373 A3 611/21 RECEIVED JUN 0 4 2021 St.Lucie County Permitting ,UpThe truss � under my directmu(pery si renced above have been pared by MiTek USA,Inc.on based on the parameters ,,, ��v`lu [EF eei provided by Builders FirstSource(Fort Pierce). •;��G E Ns�.•••• Truss Design Engineer's Name: Lee, Julius No 3 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 OF .•� that the engineer named is licensed in the jurisdiction(s)identified and that the •. :•�!/�� designs comply with ANSI/TPI 1. These designs are based upon parameters ��T '••• O Q:� shown(e.g.,loads,supports,dimensions,shapes and design codes),which weregiven to MiTekorTRENCO. Any �j�s1 R .•'• �?,�� Tek's or TRENCO's customers file reference project puerpose only,cific and was ion included is f s not taken inintoac oor �nt in the 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 MfTek USIA Inc.FLCert6634 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL33610 Date: June 1,2021 Lee,Julius 1 of 1 i Job Truss Truss Type Qty Ply UnItS:1.0 T24157373 2569762-PSLP-ZEITZ A3 GABLE 1 1 Eng:HMC Job Reference(optional) Builders FirstSource,Fort Piece,FL 34945 8.430 s Nov 30 2020 MiTek Industries,Inc.Tue Jun 1 10:38:63 2021 Page 1 ID:GD21k_OkxBeW6ovNw5lgSNz?8uO-wVjXppkE2acQdagwV2PpDIyQBFklzmkglpyxYpzAhaO 1-0 75-11 2-1 118-14 16-0-0 21-0-2 25-1-12 283-15 32-0-0 11 0-0 7-5-11 9- 3-5-15 4-3-2 4-1-10 3-23 3-8-1 TOP CHORD MUST BE BRACED BY END JACKS, Scale=1:58.7 ROOF DIAPHRAGM,OR PROPERLY CONNECTED 4x6= PURLINS AS SPECIFIED. 6.00 F12 15 14 17 12 19 3x6� 21 3x6 10 8 23 7 3x6 24 5x8\\ 4 7x = 3x4 3 7x1 = 11 13 18 25 —o1_ 0 m � 2 1 MT — 22 \ 3 26 Io 6 1 � m � Iv 0 34 38 33 39 40 41 32 42 31 43 30 5x8= 29 CUUT PLATES 28 27 0 ST1.5x8 STP= 3x4= 3x4—_ 3x4= 3x4= 3x6= ST1.5x8 STP= 3x6= 2-2-5 4 x12— 3x4= 5x8= 7-5-11 2-1 111 14 16-0-0 16313 21-0-2 25-1-12 283-15 32-0-0 7-5-11 -9- 3-5-15 4-3-2 0-- 3 4 8-5 4-1-10 3-2-3 3-8-1 REPAIR:REMOVE SECTION OF TRUSS SHOWN DASHED. LUMBER AND CONNECTOR PLATES(SHOWN DASHED)TO BE CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S) MUST BE FULLY EMBEDDED AND UNDISTURBED. NO FURTHER REPAIR IS REQUIRED. Plate Offsets(X Y)— [6:0-5-0 0-2-0),[11:0-5-0,0-2-0),[16:0-5-8 0-4-0j,[22:0-2-8,0-2-8j,[30:0-1-12,0-2-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.08 22 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.11 32-33 >999 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(CT) 0.03 26 nla n/a BCDL 10.0 Code FBC2017ffP12014 Matrix-SH Wind(LL) -0.08 22 >999 240 Weight:247 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-2 cc purlins. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 4-9-3 cc bracing. 21-29,24-28:2x4 SP No.3 WEBS 1 Row at midpt 15-30 WEBS 2x4 SP No.3'Except* JOINTS 1 Brace at Jt(s):6,11,13,18 16-30:2x6 SP No.2 RECEIVED 2x4 SP No.3 REACTIONS. 416/0- 7),26=235/Mechanical,30=1777/0-7-10 Max Horz 2= JUN 0 4 2021 Max Uplift 2=-299(LC 8),26=-149(LC 8),30=-886(LC 8) Max Grav 2=608(LC 17),26=275(LC 14),30=1777(LC 1) St.Lucie County Permitting FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=975/353,3-4=-313/566,4-7=-250/546,7-8=-134/489,8-1 0=-1 2 914 9 5, 10-12=-87/504,12-14=-4/497,14-15=0/505,15-17=01522,17-19=-10/508,19-21=-24l472, cc��' 189=-8562/769 1-9 6 62/364 135-658/898 13-16=-658/898,1 6 18=-5 2/36499 `,,,,,�G E NC`�','j,� BOT CHORD 2-34=-564/834,34-38=-564/822,38-39=54/822,33-39=-564/822,3340=-605/1295, �� '�,� SF••.• ,�i� 40-41=-605/1295,32-41=-605/1295,3242=-767/907,31-42=-7671907,3143=-767/907, 30-43=-767/907,29-30=-1484/1049,22-29=-466/375,26-27=-136/270 34869 •� WEBS 16-30=-1128/581,15-16=-587/129,22-24=-544/371,27-35=-144l286,25-35=-293/158, � '*. 3-33=-184/648,6-32=-651/498,11-32=-112/326,11-30=-1504/1003,16-29=-110911594 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=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. �j T .• Q'••� II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �i� 4.0 R,�•••`�\ 3)Gable EndgDeta lsr slnd loads in applicable,the o orane of the trus only. For studs exposed to wind consult qualifi dsbuild building designer as per ANSI/TPII,normal to the face),see Standard Industry i, �p N A 11 '�,,04 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. Julius Lee PE No.34869 6)All plates are 2x4 MT20 unless otherwise indicated. Welk USA,Inc.FL Cert 6634 7)Gable studs spaced at 2-0-0 cc. 6904 Parke East Blvd.Tampa FL 33610 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Date: 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-M wide June 1,2021 will fit between the bottom chord and any other members. Uonfinued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.511912020 BEFORE USE. ' Design valid for use only with MiTek®wnnectors.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 ANSUTPll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610 Jab Truss Truss Type Qty Ply _ r T24157373 2569762-PSLP-ZEITZ A3 GABLE 1 1 Job Reference(optional) Builders FirslSource,Fort Piece,FL 34945 8.430 s Nov 30 2020 MiTek Industries,Inc.Tue Jun 1 10:38:53 2021 Page 2 I D:GD21 k_OkxBeW6ovNw51 gSNz?8uO-wVjXppkE2acQdagwV2PpDlyQBFklzmkglpyxYpzAhaO NOTES- 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 299 lb uplift at joint 2,149 lb uplift at joint 26 and 886 lb uplift at joint 30. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)"NAILED"indicates 3-1 Od(0.148"xY)or 3-12d(0.148"x3.25)toe-nails per NDS guidlines. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)63 lb down and 83 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 15) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=54,3-15=-54,15-26=-54,2-29=-20,26-28=-20 Concentrated Loads(lb) Vert:30=-6(F)34=-63(F)38=-6(F)39=-6(F)40=6(F)41=-6(F)42=-6(F)43=-6(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev,5/1912020 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 ANS/7TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information 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 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. 1 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 may require bracing,or alternative Tor I WEBS c�q 4 bracing should be considered. p 3. Never exceed the design loading shown and never 7- ° �� 3 O stack materials on inadequately braced trusses. n c� U O � 4. Provide copies of this truss design to the building F O designer,erection supervisor,property owner and For 4 x 2 orientation,locate c7-8 c6a c5-6 F_ all other interested parties. plates 0- 'lid'from outside P 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 by ANSI/TPI 1. required direction of slots In AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. ` on details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber Plate location NUMBERS/LETTERS. shall not exceed 19%at time of fabrication. software tior Upon request. 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 n Specification for Metal and pictures)before use.Reviewing pictures alone ANSI/TP11: National Design P 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, MiTek ANSIfrPI 1 Quality Criteria. Guide to Good Practice for Handling, Installing&Bracing of Metal Plate or oche design does not take into account any dynamic or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.5/19/2020