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659 BEACH AVE REVISION 2016 ?j rLy./J�� (} CITY OF ATLANTIC BEACH J �I 1 LJ 800 Seminole Road r, J JV,' I Atlantic Beach, Florida 32233 J � `� Telephone(904)247-5800 FAX(904)247-5845 Ji31�� moos EVISION REQUEST SHEET Date: Received by: Resubmitted: Permit Number: /S- )"42 Original Plans Examiner: Project Name: /�G Project Address: 6 JW Contractor: Contact Name: sr Contact Phone Contact e-mail: J e.1e- Revision/Plan Check/Permit Fee (s) Due: $ re:� Description of Proposed Revision to ExistinIZ Permit: Additional Increase in Building Value: $ /l/)/�- Additional S.F. Site Plan Revised: A104 Public W/U Approval: By signing below. I(print name) l fry/ 6:YJ affirm that the above revision is inclusi of the propo d changes. Signatu of Contractor/ Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: G Approved: Rejected: Notified by: Plan Review Comments: / �h��rt-t�R d � 1Qe c c►r� /1�cap s °f'a C f c� •f- ,�l•.�t.. If 1 o a rt fru s r R-C Vi s fO n T. Department review required Yes No Building Planning &Zoning Tree Administrator Plan xaminer Public Works Public Utilities 16 Public Safety Fire Services Date Created 8/20/15 Rev.2 11 e 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: J1 40448A - Grider const. / McGurrin - Garage/X MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Grider Construction Project Name: McGurrin - Garage Model: Lot/Block: Subdivision: Address: 659 Beach Ave City: Atlantic Beach 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: FBC2010/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: N/A Wind Speed: N/A mph Roof Load: N/A psf Floor Load: 65.0 psf This package includes 5 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. Seal# Truss Name Date 1 1 T7607156 FF0111/4/015 12 T7607157 FF02 11/4/015 13 T7607158 FF02A 111/4/015 4 I T7607159 I FF03 1 11/4/015 1 5 I T7607160 I FF04 111/4/015 R EVIS1ON gP# � DATo,��f E_,_._- SIGNED The truss drawing(s) referen bove ve been prepared by MiTek ����QU1N�VF����i Industries, Inc. under my direct aced on the parameters ��. �P <<c provided by Manning Building Supp �G E N 5�.,1 Truss Design Engineer's Name: Velez, a in Z 182 My license renewal date for the state of Florida February 28, 2017. ,t IMPORTANT NOTE:Truss Engineer's responsibility is solely for -° : STATE OF : 44/� design of individual trusses based upon design parameters shown ;0,�•, on referenced truss drawings. Parameters have not been verified %,�F'••4 OR V..-*. N�•` as appropriate for any use. Any location identification specified is S,S/ONALE� � for file reference only and has not been used in preparing design. ��111111111101 Suitability of truss designs for any particular building is the Joaquin Velez PENo.68182 FL Gert responsibility of the building designer, not the Truss Engineer, 6904Par�ke IEastBlvd.TampaFL33610 per ANSI/TPI-1, Chapter 2. nm: November 4,2015 Velez, Joaquin 1 of 1 t � 1 o russ I russype Oty Ply Grider const./McGurrin-Garage/JK 77607156 J140448A FF01 Floor 3 i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Nov 04 15:11:09 2015 Page 1 ���q ID:GfbAE�YIIp-qU7_02UNhdEwHlazBJUd-FaOGnGvOJXFZ?1045May4T1 KfEicBhAGCyQWR1 yMXuW 1-3-0 �?±4�� 1��t--1 1-2-12 1-2-4 r� 1-2-6�F-y Scale=1:37.6 21-11-0 6-9-0 -0 1-5-6 1-5-12 76- 1-5-4 1-56 - 6-9-0 1. x4 11 3x3= 1.5x4 I I 3x3= 1.5x4 1 4x4= 4x7= 4x4= 3x5= 3x3 II 3x3= 1.5x4 11 3x3= 3x3 II 3x5= 3x6 FP= 4x7= l 1 2 3 4 365 6 377 8 389 103911 124013 14 1516 17 i 0 I e m r� 6 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 6x6= 6x6= 6x6= 3x6 FP= 6x6= 6x6= 3x6 FP= 6x6= 21-11-0 I 8-8-14 -3- 10-8-14 1-3- 12-8f> 1 -2-10 15-54 21-11-8 8-8-14 1-5-12 -6- 1-5-4 -6 2-2-10 6-6-4 Plate Offsets(X,Y)-- [1:Edge 0-1-81 [17:0-3-0 Edge] [24:0-3-0,0-0-01,[28:0-3-0,0-0-0] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.30 27 >878 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.57 27 >453 360 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(TL) 0.06 18 n/a n/a BCDL 5.0 Code FBC2010fTP12007 (Matrix) Weight:153 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.l D(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, 15-17:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP NoAD(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (Ib/size) 18=1126/Mechanical,35=1126/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-35=-1115/0,17-18=-1112/0,1-2=1217/0,2-3=-3062/0,3-4=-4534/0,4-36=-4534/0, 5-36=-4534/0,5-6=-4534/0,6-37=-5136/0,7-37=-5136/0,7-8=-5272/0,8-38=-5272/0, 9-38=5272/0,9-10=-5272/0,10-39=-5135/0,11-39=-5135/0,11-12=-4534/0, 12-40=-4534/0,13-40=4534/0,13-14=4534/0,14-15=-3061/0,15-16=-3061/0, 16-17=-1214/0 BOT CHORD 33-34=0/2297,32-33=0/3860,31-32=0/3860,30-31=0/4534,29-30=0/5136,28-29=0/5136, 27-28=0/5136,26-27=0/5272,25-26=0/5135,24-25=0/5135,23-24=0/5135, 22-23=0/4534,21-22=0/3859,20-21=0/3859,19-20=0/2295 WEBS 17-19=0/1580,1-34=0/1584,16-19=-1467/0,2m34=-146510,16-20=-24/1040, 2-33=-25/1037,14-20=-1083/56,3m33=-1083t56,14-22=-392/946,3-31=-392/946, 6-30=-943/0,6-29=0/453,7-28=-306/22,7-27=-183/467,11-23=-941/0,11-24=0/450, 10-25=-309/26,10-26=-181/469 NOTES- •GEN 8•' �00. 1)Unbalanced floor live loads have been considered for this design. �� :�V Fes'•• 2)All plates are 3x6 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. NO 68182 4)Load case(s)15 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this= *;• ; truss. 5)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. -� 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss With 3-1Od(0.131"X 3")nails. Strongbacks to• E OF .' be attached to walls at their outer ends or restrained by other means. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)535 Ib up at 6 11-12,135 Ib up at ido 8-11-12,135 Ib up at 10-11-12,and 135 Ib up at 12-11-12,and 535 Ib up at 14-11-12 on top chord. The design/selection of such O R \O p'G`�;� 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). ���� 4 N A11 `�� 111/1111111 LOAD CASE(S) Standard Except: Joaquin Velez PE No.68182 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Mffek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:18-35=-8,1-17=-96 Date: November 4,2015 Continued on PaQe 2 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rev.10103/2015 BEFORE USE. Design valid tot 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 Is' building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MI Tek' Is always required for stability and to prevent collapse with posslble 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 avallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexardiria,VA 22314. Tampa.FL 33610 R b OTruss Truss Type Qty Ply Grider const./McGurrin-Garage/JK T7607156 J140448A FF01 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Nov 04 15:11:09 2015 Page 2 I D:GfbAEYIpU7_02UNhdEwHiazBJUd-FaOGnGvOJXFZ?1045May4T t KfElcBhAGCyQW R1 yMXuW LOAD CASE(S) 15)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:18-35=-8(F),1-17=-96(F) Concentrated Loads(lb) Vert:36=535 37=135 38=135 39=135 40=535 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M114473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MllekO connectors.This design is based only upon parameters shown,and Is for an IrxilNdual 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 brach-Q of trusses and truss systems,seeANSI/TPI]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,Atexandrla.VA 22314. Tampa,FL 33610 r Truss Truss Type City PlyGrider const.!McGurrin-Garage f A T7607157 J740446A FF02 Floor 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FIL - 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 04 15:11:10 2015 Pagel ID:GfbAEYIpU7_02UNhdEwHIazBJUd-kmxe_bwe3rNQdBzGe35BdgaQ?e5GwBaQQcA3zUyMXuV 0-1-8 H1-3-0 1-2-0 Scale=1:38.1 5x5= 4x4= 1.5x4= 4x4= 3x4= 3x4= 3x6 FP= 4x7= 1 2 3 4 5 6 7 8 9 10 11 27 4 I a m I� 6 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 4x7- 3x6 FP= 47 II 3x6 II 3x6 11 3x6 II 3x6 11 4x7 11 4x4- 4x7= 4x4= 1-6-0 4-0-0 6-6-0 9-0-0 12-11-0 15-5-0 17-11-0 20-5-0 21-11-0 1-6-0 2: 0 2-6-0 2fi-0 3-11-0 2�-0 26-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11:Edge 0-1-81 11 10-3-0 Edgel [18:0-3-0,0-0-0],[27:0-1-8,0-0-121 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.35 18-19 >739 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.6818-19 >381 360 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) -0.09 26 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:129 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat)'Except` end verticals. 12-24:2x4 SP NoA D(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (Ib/size) 26=1120/Mechanical,12=1126/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 26-27=-1 120/0,1-27=-1119/0,11-12=-1125/0,1-2=-1166/0,2-3=-2923/0,3-4=-4306/0, 4-5=-5083/0,5-6=-5290/0,6-7=-5083/0,7-8=-4306/0,8-9=-2923/0,9-10=-2923/0, 10-11=-1164/0 BOT CHORD 24-25=0/2187,23-24=0/2187,22-23=0/3716,21-22=0/3715,20-21=0/4834,19-20=0/5290, 18-19=0/5290,17-18=0/5290,16-17=0/4835,15-16=0/3714,14-15=0/3715, 13-14=0/2189 WEBS 11-13=0/1549,1-25=0/1506,10-13=-1426/0,2-25=-1 421/0,10-14=0/1022,2-23=0/1024, 8-14=-1101/0,3-23=-1 103/0,8-16=0/801,3-21=0/800,7-16=-717/0,4-21=-717/0, 7-17=0/431,4-20=0/431,6-17=-535195,5-20=-535/95 NOTES- `,++11111111/,I 1)Unbalanced floor live loads have been considered for this design. %%% QU N V , 2)All plates are 3x3 MT20 unless otherwise indicated. ,� ....... 3)Refer to girder(s)for truss to truss connections. �� , '•�, N 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �� :'�,� E S'�•.•• �i� 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. � NO 681 82 6)CAUTION,Do not erect truss backwards. Z *:• ��• E '•4i/ OF . �� • O R ,O �\��• Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tarnpa FL 33610 Date: November 4,2015 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 ray.10/03/2015 BEFORE USE. Design valid for use oNy with MITekS connectors.This design Is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the buliding designer must verify fhe applicability of design parameters and properly Incorporate this design Into the overdl building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addlflonal temporary and permanent bracing MiTek" B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrk:atbn,storage,delivery,erection and bracing of Wises and tniss systems,seeANSI/TPI t 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 r Job cussruns ype ty Grider const./McGurrin-Garage/JK 77607158 J140448A FF02A Floor. 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Nov 04 15:11:11 2015 Page 1 ID:GfbAEYIpU7_02UNhdEwHIazBJUd-CzV1CxxGg9VHFLYSCmcQ9u7av1U5fYNZfGvcVwyMXuU 0-1-8 1-1-8 1-4-4 1-3-8 1-4-4 1-1-8 1-3-0 1-8-0 f1���—� �� Scale=1:37.6 6x12 M18SHS= 4�0 3x6= 4x4= 4x7= 4x10= 1.5x4 4x4= 5 6 7 8 9 10 11 12 13 C 1 2 3 4 0 e 0 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 4x10= 4x4= 3x5= 3x5= 3x6 II 3x6 II 3x6 I 3x6 II 3x5= 3x10 MT20HS FP= 4x4= 4x7= 1-8-0 3-1-0 8-0-0 9-9-0 11-8-0 12-11-o 15-5-0 17-11-0 20-5-0 21-11-0 1-8-0 1-5-0 2-11-0 2-0-0 1-3-0 1-11-0 1-3-0 2-0-0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11:Edge 0-1-8] [3:0-1-8 Edge] [4:0-5-12 Edge] [6:0-1-5 Edge] [13:0-3-0 Edge] [21:0-3-0,0-0-01,[27:0-1-8 Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.36 21 >715 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.52 Vert(TL) -0.71 21 >369 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) -0.09 29 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2010ITP12007 (Matrix) Weight:128 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, except BOT CHORD 2x4 SP DSS(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 29=1116/Mechanical,14=1123/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-29=-1105/0,13-14=-1116/0,5-6=-795/0,6-7=-3911/0,7-8=-4839/0,8-9=-5262/0, 9-10=-4952/0,10-11=-4130/0,11-12=-2938/0,12-13=-1154/0,1-2=-1833/0, 2-3=-1833/0,3-4=-3250/0 BOT CHORD 27-28=0/3250,26-27=0/4428,25-26=0/4137,24-25=0/4488,23-24=0/4486,22-23=0/5262, 21-22=0/5262,20-21=0/5262,19-20=0/4664,18-19=0/4666,17-18=0/3650I 16-17=0/3650,15-16=0/2191 WEBS 4-5=-336/0,13-15=0/1536,12-15=1443/0,12-16=0/1039,11-16=990/0;11-18=0/668, 10-18=-746/0,10-20=0/470,9-21=-185/301,9-20=-656/0,8-22=-131/359,8-23=-764/0, 7-23=0/533,7-25=-785/0,6-25=0/619,4-25=-295/0,4-6=-3198/0,4-27=-1385/0, 3-27=0!738,3-28=-1665/0,1-28=0/2108 NOTES- ,,'11111111111 1)Unbalanced floor live loads have been considered for this design. ♦♦0 QU IN VF 2)All plates are MT20 plates unless otherwise indicated. ♦♦ OQ. �� I� 3)All plates are 3x3 MT20 unless otherwise indicated. �♦ , ••Cr E N 4)Refer to girder(s)for truss to truss connections. �� %•�� SF•••, 5)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. N O 6$1$2do 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to • be attached to walls at their outer ends or restrained by other means. *:• •: 7)CAUTION,Do not erect truss backwards. = E • � OF � . /1111111111++` Joaquin Velez PE No.68182 Mrrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 4,2015 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. p 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 posslble personal InKsy and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,dellvery,erection and bracing of trusses and truss systems,seeANSI/TpiI Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety Information avallatAe from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. f Truss Truss Type tY Grider const.!McGurrin-Garage!JK T7607159 Jt40446A FF03 FLOOR 16 t Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Nov 04 15:11:12 2015 Page 1 I D:GfbAEYIpU7_02UNhdEwH I az8J Ud-g93PPHyvbSdBsV6fmU7fi5frbRkiO4mjuvfA2MyMXuT 1-3-0 2-0-0 Scale:1/2'=1' 3x6= 13X6 2 3 4 5 3x6 6 7 e 14 13 12 11 10 9 4x4= 3x6= 4x4= 14-3-0 14-3-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.14 12-13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.25 12-13 >685 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.04 8 n/a Na BCDL 5.0 Code FBC2010ITP12007 (Matrix) Weight:771b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:11-12. REACTIONS. (Ib/size) 15=728/0-3-8,8=728/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-721/0,7-8=-724/0,1-2=-706/0,2-3=-1673/0,3-4=-2061/0,4-5=-2061/0,5-6=-1667/0,6-7=-707/0 BOT CHORD 13-14=0/1337,12-13=0/1968,11-12=0/2061,10-11=0/2061,9-10=0/1327 WEBS 7-9=0/941,1-14=0/939,6-9=-862/0,2-14=-878/0,6-10=0/480,2-13=0/46715-10=-597/0,3-13=-411/0,3-12=-50/340 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. IN VF''�•, EN No 68182 fit• = ��. E OF �� •, .� • �� • OR10P���`. /ONA�E`.�` Joaquin Velez PE No.68182 MIT*USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tarnpa FL 33610 Date: November 4,2015 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.10/03,2015 BEFORE USE. Design valid for use only with MllekO 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 verity 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 chard members only. Additional temporary aril 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tanga,FL 33610 t I tossTruss Type City Ply Grider const.I McGurrin-Garage/JK T7607160 J140446A FF04 Floor 4 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 04 15:11:12 2015 Page 1 ID:GfbAEYIpU7_02 UNhdEwH Iaz8JUd-g93PPHyvbSd8sV6fmU7ti5tvJRwEO7SjuvfA2MyMXuT 1-3-0 J 1-10-11 i Scale=1:11.1 3x3 1 5x8= 1 3x6= 21.5x4 11 3 4 10 S 5x8 0 e v or 0 3x3= 1.5x4 11 8 7 6 5 3x3= 3x3 11 3-7-11 5-4-11 3-7-11 1-9.0 Plate Offsets(X,Y) [4:0-2 0 Edgel (9:0-3-8 0-1-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) -0.01 6 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.14 Vert(TL) -0.01 6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code FBC2010ITP12007 (Matrix) Weight:32 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. (Ib/size) 8=261/Mechanical,10=240/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-259/011-2=-253/0,2-3=-253/0,3-4=-254/0 BOT CHORD 6-7=0/253 WEBS 4-6=0/293,1-7=0/330 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,��` 6)CAUTION,Do not erect truss backwards. No 68182 yt E OF �ONA1. tko 11111111 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 4,2015 0 WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII4473 rev.10/03/2015 BEFORE USE. 9 Design valid for use oNy 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 MiTek' building design. Brachvid g Indicated Is to prevent buckling of indtual truss web and/on chord members only. Additional temporary and permanent bracing 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/TPll Quality Criteria,DSB-89 and BCSI Building Component Tampa,6904 Parkrk 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandrla,VA 22314. VV y m D Q Z D ti Q 0 �Q O E m oQ I O z m � -- Ate_ D cr D c 0 > 0 � Qa�- moo n O O .� m � °�� OQOL � o �- Z � (D QDpo Z N N OOQ. p C:(D GL i5 -a �Q 0 o_ Q- 3y(D Z Q 1Oo77 (p n3 (� ° Q_� (p0 O wQ(D (Q (DA 63 (p7 oQ0 �moo � o XQ n °3 y ° n �3 oyx c� N �� o m m y 0 3 —fl a6 01,0 a o Q� O (p y �Q tn(p Q O Q O �O m Q 7 (D Q-(QQmo o �moo �o �� 3� ° � �_ � P-cv 3my �Q m � °Qo O n� mo Qmste Z °O�ci0Q ( z O QuQ � o ,Q3 - 66 3 ° QK�DQQ �j- a Dmm� Qoo Do 3! 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O(D QU 3(D c m �� Q Q ac �m mo o m c � o m H ?� Qom QM o a <QQ in o(°� �a ��� � `D3 Q fl� Ta o � -oo (�D�Q �� Q3 0£ (70 `°ID a mzN �(Q mQcQ(Q � p ^ �(D corns c 3 Qg (D U(D Q--Q (Doo `Dm (D or £m >-o 'DQ Nim Qg o.QQ(D Qo Q Li �- (DD 6(j) -- N Q O N(D Q- p a y Oc0 O N c �O-H Q �� �@ 000. 6 N H N Q £. 33 5 o m �° -a Q m �M0- z� QQ Do v£ y � � 6 mQ- m C ^ Q (QD QQ Q -p 4� �_Q �Q NN �O NQ -QQ NO Q3 �-Q Qy \ , Ll Q 0 n a o cQ 0Q m �Q -< J� m -7� QO 0U� G Q Q g� mo Q Q N oQ H (�o go Q° Q� mQ Q om a� -Qm a(D C �t1� a n6 =. m m (D Qa 3> > Q g _o QQ 7 £ Q ocQ 3 u' Q mQ y1,1 c o £. 6 £o o mm 3 Q° 4-° �� � °7 � (DQ Na Qm ((D (D Q?7 0 Q N O O N Q Q (D n O Q 4 3 m - (DD Q N] N �(Q u o O 0 O 00 Q- Q O ((D m 9 N Q N N Q N O. 7 Q Q y "'(D (D p £Q (D p (D O.7 O O 3 N �(D �l O N All claims for error or defective material must be made within 6 days of receipt of goods ar 56-04-00 23-08-00 7-04-00 6-04-00 -------------------- ago R F1 PA A F1 F4 M V) ce) ce) cr) ce) M Cf) ce) M ce) M 9 9 9 Q 0 a 9 9 9 9 9 9 9 �L F041 2-00-00 8 2-00-00 II j LL C*4 2-00-00 2-00-00 o Garage Truss Connector Total List Manuf Product at—Y Simpson —T H A 4 2 2 63 Simpson HGUS48 1 Simpson HHUS48 3 Beam PlotlD Length Product-du - , List Plies FB-3 8-00-00 onCENTERO LVL 2.0E 1 3/4" x 91/4 FB-2 -- --1,6-00-00 --onGENTEROLVL 2.01E 1 3/4" x 2 FLORIDA PRODUCT APPROVAL CODES:WTEK PLATES 15638....BLUELINX ON-CENTER-LVL 15354.-BLUELINX ON- id prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor Top Chord Live Load 20 40 p.s.f. Top Chord Dead Load 10 20 p.s.f. Bottom Chord Live Load 0 p.s.f. Bottom Chord Dead Load 10 p.s.f. Total Load 0 5 p.s.f. Duration Factor 1.25 '1.00 Building Code FBC 2010 RES 19-00-00 9-08-00 Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT II Building Exposure B Building Type Closed - -----------------------— ---- -- NOTE !� ryry Pis the responsibility of the building designer or architect 9 provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering.Special _ 9. o. . _ -- THIS AREA considerations for mechanical equipment and/or plumbing(and their connections)in truss space must be diagrammed by the 0 ! builder an approved truss layout prior to fabricaton. FRAMED Manning Building Supplies is a truss manufacturer whose 9 responsibilities are limited to those described in WfCA 1-1995 r pp (sections 6.0 and 7.0).Accordingly,it disclaims any I, BY responsibilities for the the construction design,drawings, iI documents including the installation and bracing of trusses OTHERSmanufectu ed"by Manning BuilWng Supplies. --------— Co - Warning: Conventional framing,erection and/or permanent bracing is not p the responsibility of the truss designer,plate manufacturer,or LL truss manufacturer Persons erecting trusses are cautioned to LL _ seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection;and permanent bracing which may be required in specific applications.See"Bracing wood trusses commentary p I p p p p iy p ! and recommendations(BCSI 1-03)for further information. Trusses shall be installed in a straight and plumb position. IMiere no sheathing is applied directly to the top and/or bottom "---_-_-------___-----------_------_------_.._---_---_._".._._-------_----`--- ----------- . chords,they shall be braced as specified on the engineered -- - ------ -- - - -- -- -- ---—.------ ------- design.Trusses shall be Candled with reasonable care during erection to prevent damage or personal injury. Approved anchor by builder. ----— _ FLOOR TRUSS 31/TRibbon A,-- - 16" \ st Floor J_ _ �FBR0. Hatch Legend ppT y ' uss End SNC CHASES`GNSD ATTENTION Approval of this truss layout is necessary before fabrication can begin.Verify spans,pitches,overhangs,elevations and beating 10'- 4" PLATE HEIGHT conditions.Acceptance of this layout assumes total responsibility.The trusses will be built in accordance with this layout. Approved By:_... -------------- ._ Date:-------------_. ---_ t Q Manning Building Ne __ Qty a Supplies, INC. 2 11155 Philips Parkway Dr.E. Jacksonville,FL 32256 2 Phone (904)268-8225 Fax:(904)260-2981 WWW MBS-CORP COM 1 JAxTRUSS�MBS=CORP.COM uatomer. rider Construction ---Name: ---- ---- Guinn-Garage 59 Beach Ave Atlantic Beach,FL/ CENTER BLIJOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 Number N.T.S. 11/4/2015 K 140448A