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659 BEACH AVE - TRUSS REVISIONS << f i�, RE CITY OF ATLANTIC BEACH J' `� 800 Seminole Road SS\ - JAN ` J 2016 Atlantic Beach,Florida 32233 1M Telephone(904)247-5800 FAX(904)247-5845 7 ISION REQUEST SHEET Date: /-2(- lc Received by: Resubmitted: Permit Number: 1j- )2.A. Original Plans Examiner: Project Name: ))4e. 614(//b/./6i' Project Address: _ 6- r Q011 Contractor: , - , , , -- Contact Name: o - af- Contact Phone : 'j 3- 'I 66 Contact e-mail: ,, G-_,,_11,.2 4v14/4 : , Revision/Plan Check/Permit Fee(s) Due: $ Description of Proposed Revision to Existing Permit: w!/err� ev �laolt ,"k Additional Increase in Building Value: $ 4y)41_ Additional S.F. X101 Site Plan Revised: S1A Public W/U Approval: ,W,¢ By signing below.I(print name) (2Yy ( Yk 1 to affirm that the above revision is inclusi of the propo d changes. //o2 1/i6 Signatu of Contractor/Agent(contractor must sign if increase in valuation) Date Office Use Only Date: ?/ Y 1 6 Approved: Rejected: ?c Notified by: Plan Review Comments: n / 5/1 / -( e R O P Record c o rod r)e eon S to S/Sn A $'al tig © + ./4.4... Ptoort. frurT R-eva t'•ion r_ Department review required Yes No Building 1 Planning &Zoning / ' Tree Administrator Plan xaminer Public Works Public Utilities 9 ` 6 Public Safety f /C� Fire Services Date Created 8/20/15 Rev 2 ad prior to installation. Otherwise, said claim will be denied" LOADItTG�Ri r ---"-1 Roof■Floor Top Chord Live Load +0 t p.s.f.• Top Chord Dead Load 10 +0 p.s.f. Bottom Chord Live Load t t , p.s.f. Bottom Chord Dead Load 0 p.s.f. Total Load 40 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 ___ —_J— _ --- Building Type Closed it NOTE U I p It is the re ns dbf of the building designer or architect to 1 provide an appropriate connection for trusses to supporting 19.2 n 0.D. structure per reactions shown on truss engineering.Special — - - THIS AREA considerations for mechanical equipment and/or plumbing(and their connections)in truss space must be diagrammed by the builder an approved truss layout poor to labncalon. 4 F RA I`JI E D Manning Budding Supplres is a truss manufacturer whose -�- -�-'�---�_- - --- -� responsibilities are limited to those described in WTCA 1-1995 B�/ (sections 6.0 and 7.0).Accordingly,it disclaims any t respons duties for the the construction design,drawings, ( II documents including the installation and bracing of Wsses• �- --- -_L__ _ _ ._-�L- manulacimad ManningBuildingSupphes 6. OTHERS Warning: c„. Conventional framing,erection and/or permanent bracing is not - i - the responsibility of the truss designer.plate manufacturer.or truss manufacturer.Persons erecting trusses are cautioned to I I----- -- ----- -r3 seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during I erection;and permanent bracing which may be required in specific applications.See Bracing wood trusses commentary 1y p A p p t4 Z1 11 A I and recommendations(BCS/1-03)for further information. 1 1 1 1 i l i Trusses shall be installed in a straight and plumb position. -- Where no sheathing is applied directly to the top and/or bottom ----- - r--- ;,: chords,they shall be braced as specified- --- _ Y peth reasonable on ab engineered ---'---'--'-------- -------'- design.Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. Approved truss anchor by bulkier. FLOOR TRUSS 3112"Ribbon Notcti 16" _l f ! 1st Floor r . • • Hatch Legend Typical Truss'Ends A/C CHASE ATTENTION Approval of this truss layout is nece ssary before fabrication can begin.Verify spans,pitches,overhangs,elevations and bearing 10- 4' PLATE HEIGHT' conditions.Acceptance of this layout assumes total i> ' ' responsibility.The trusses will be built in accordance with this layout. 1 Approved By' Date. Net Qty Manning Building ----- Supplies, INC. 2 11155 Philips Parkway Dr.E. 2 Jacksonville,FL 32256 --_- ----_ Plane:(904)268-8225 Fax:(904)260-2981 WrMN.MBS-CORP.COM —._� JAXTRUSS�MBS_CORP.cOM usiomer. rider Construction Name: McGurrin-Garage Firigubdiv Beach Ave Atlantic Beach,FL/y .,Number:te: •yawn ENTER BLI�101ST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 S. 1/4/2015 K 140448A ■ All claims for error or defective material must be made within 5 days of receipt of goods ai I 56-04-00 23-08-00 1 7-04-00 1 6-04-00 -- .- p p R p p p ! p I p '14-- 14 SI dj i; i 1 rill 1 1 i 1 i A i G =1 L 2 C co M M co M co M M M co M M ty 1 p !y `� 9 9 9 9 9 9 9 9 4 9 ! 9 9 9 i e-- r `t _� F04 )fi i 2-0u 10 j 1 -- 1 -------I1 CBS ; , 1 :: :: -- id 1 - N -- r -_ 2-00 10 M I -... I0 r p � 1 IL 2, Q Garage ' i Truss Connector Total List Manuf Product Qty Simpson THA422 63 Simpson HGUS48 1 Simpson HHUS48 3 Beam List PIotID Length Product Plies FB-3 8-00-00 onCENTER® LVL 2.0E 1 3/4" x 9 1/4" 2 FB-2 16-00-00 onCENTER® LVL 2.0E 1 3/4" x 16" 2 FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638....BLUEUNX ON-CENTER-LVL 15354...BLUEUNX ON MIN MI • mit 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: J140448A- Grider const. / McGurrin - Garage/JK MiTek USA, Inc. 6904 Parke East Blvd. Site Information: 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T7607156 1 FF01 11/4/015 12 117607157 I FF02 11/4/0151 3 117607158 1 FF02A 1 11/4/0151 14 1 17607159 I FF03 1 11/4/0151 15 117607160 FF04 1 11/4/0151 The truss drawing(s) referenced above have been prepared by MiTek ���``�QUIN�I,i - 4., Industries, Inc. under my direct supervision based on the parameters �.`.SOP• .......E 4, ,'� provided by Manning Building Supplies. � .• �,� SF•'•• 10 Truss Design Engineer's Name: Velez, Joaquin ' 1 • :182 My license renewal date for the state of Florida is February 28, 2017. r: *:44�Iii •�* IMPORTANT NOTE:Truss Engineer's responsibility is solely for .1.-9.: g P Y y � c.• STATE OF : t/� design of individual trusses based upon design parameters shown ;0,�•,•,�� o P::4/ on referenced truss drawings. Parameters have not been verified ',,,cc` •... o Ft t ,• as appropriate for any use. Any location identification specified is �'��,S/ONALE?�`�` for file reference only and has not been used in preparing design. ��/I►��� o%` Suitability of truss designs for any particular building is the Joaquin Velez PENo.68182 responsibility of the building designer, not the Truss Engineer, 6�a�loc. ,��Tampa per ANSI/TPI-1, Chapter 2. Date- November 4,2015 Velez,Joaquin 1 of 1 Job Truss Truss Type - r Qty Ply Guider const./McGurrin-Garage/JK 1 T76071561 J140448A FF01 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.640 a Sep 29 2015 MiTek Industries.Inc.Wed Nov 04 15:11:09 2015 Page 1 �.6.q �.�.q �.��� ID:GfbAEpY.1Ip.4U7_02UNhdEwHlaz8JUd-FaOGnGvOJXFZ?lO45May4TlKfEIcBhAGCyQWR1yMXuW 1f 3-0 -I . 4 H441 iy 1 1r 2-12 F-4 1I 2.4 f 4'2��f-I Scale=1:37.6 21-11-0 I 6-9-0 I 1-5.6 ?-6.4 1-5-12 ¶-01 1-5-4 r 0-61 0 1-5-6 -6-4 6- 9-0 1 x4 I I 3x3= 1.5x4 I I 3x3=I 1.5x4 I:J 4x4 4x7= 4x4= 3x5= 3x3 I 3x3= 1.5x4 11 3x3= 3x3 II 3x5= 3x6 FP= 4x7= 1 2 3 4 36 5 6 37 7 8 38 9 10 3911 12 4013 14 1516 17 1 ILA .. r r r i� n uik�-���.11,1 OI,I�I I,I I,tl �,%_W II W. ∎ W.I1 1. I 11 I II II :I III. O 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 6-4 1-5-12 0-6-4 1-5-4 1 0 2-2-1 0 I 26.6 4$ 8-8-14_ Plate OffsetsJX,YZ- (1:Edge,0-1-81,117:0-3-0,Edgej[24:0-3-0,0-0-0),(28:0-3-0,0-0-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Lid 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 rla BCDL 5.0 Code FBC2010TTPI2007 (Matrix) Weight:153 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 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 No.1 D(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 18=1126/Mechanical,35=1126/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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=-1467/0,2-34=-1465/0,16-20=-24/1040, 2-33=-25/1037,14-20=-1083/56,3.33=-1083/56,14-22=-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, `,�I I t 111/1ji 10-25=-309/26,10 26=-181/469 ,,s%OPQV IN VF,f,�, NOTES- �� ••G.ENS••. cl'"� 1)Unbalanced floor live loads have been considered for this design. .: • \,' r" ••• 0 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. •-0•/ r : 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 1o: sIel ,, . E O F :�� 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 lb up at 6-11-12,135 lb up at •� • •1) O Q;•• ,, `Z 8-11-12,135 lb up at 10-11-12,and 135 lb up at 12-11-12,and 535 lb up at 14-11-12 on top chord. The design/selection of such •�• , 0 A '• `Q ,Z connection device(s)is the responsibility of others. :l, 'r C �� 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,1 Li N A"1/111111%•" ��� LOAD CASE(S) Standard Except: Joaquin Velez PE No.68182 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Mfiek USA,Inc.FL Cert 6634 Uniform Loads(pit) 6904 Parke East Blvd.Tampa FL 33610 Vert:18-35-8,1-17=-96 Date: November 4,2015 Continued on page 2 r Q WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10W312015 BEFORE USE. Et [)osign valid for use only with AMlek&connectors.Ills design 5 based only upon parameters shown.and Is for an IrdMd rai holding component.not a truss system.Before use,the building designer roust verify the applicability at design rxrerneters and property Incorporate Ills design Into the overall bulling design. Placing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Addltlonal temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal InJrlty and property danrcxlo. for general gull nce regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Inns Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 I - Job TrUSS fruss Type •Qty Ply Grider coast./McGurrin-Garage/JK 77607156 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_02UNhdEwH Iaz8JUd-FaOGnGvOJXFZ?t O45May4T t KfEIcBhAGCyQW 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 f � A WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Miloka)connectors.This design Is based only upon parameters shown,and Is for an kd ividu al brkiing ccrnixrsent,not a truss system.Before use,the building designer roust verify the applicability of design parameters and properly incorporate this design Into the overall balking design. Bracing indicated Is to prevent buckling of Individual truss web ands/or chord members only. Additional temporary and pxirmanent bracing MI lei• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPII Quality CMerla,DSB-89 and BCSI Building Component 6904 Park East st0lvd. —_ Safety information avdlable from Lucas Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Job puss Truss Type ' Qty Ply Grider coast./McGurrin•Garage/JK T7607157 J140448A FF02 Floor 7 1 Job Reference(optional) I Manning Building Supplies, Jacksonville.FL 7.640 s Sep 29 2015 AAli Tek Industries.Inc.Wed Nov 04 15:11:10 2015 Page 1 I D:GIbAEYIpU7_02UNhdEwHIaz8J Ud-kmxe_bwe3rNQdBzGe35BdgaQ?e5Gw8aQQcA3zUyMXuV 0-1-8 H .11-34:' 10� 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 Plir—....."'n.'"'-"A\Mgr'-... ALVA %& 40r1=rirrA161%N .W..■0011M11 9 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 4x7= 3x6 FP— 4x7 II 3x6 II 3x6 II 3x6 I 3x6 II 4x7 II 4x4= 4x7= 4x4= I 1-6-0 I 4-0-0 I 6-6-0 I 9-0-0 12.11-0 i 15-5-0 I 17-11-0 20-5-0 I 21-11-0 I 1-6-0 2-6-0 2-6-0 2-6-0 3-11-0 2-6-0 2-6-0 2-6-0 1-6-0 Plate Offsets()(,Y)-_ j1_Edge,0-1-81,L 1:0-3-0,Edge],[18:0.3-0,0-0-0],[27:0-1-8,0-0-12] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (hoc) Udell Lid 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) -0.68 18-19 >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 lb 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 No.2(flat)'Except' end verticals. 12-24:2x4 SP No.1D(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/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=-1120/0,1-27=-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=-1421/0,10-14=0/1022,2-23=0/1024, 8-14=-1101/0,3-23=-1103/0,8-16=0/801,3-21=0/800,7-16=-717/0,4-21=-717/0, 7-17=0/431,4-20=0/431,6-17=-535/95,5-20=-535/95 NOTES- ,% 1111111/// 1)Unbalanced floor live loads have been considered for this design. ,`fit t N V 4 2)All plates are 3x3 MT20 unless otherwise indicated. •�or. F(F�j, 3)Refer to girder(s)for truss to truss connections. �, J •E N•••• c °' 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �� •�\.,\C' S'�.••.• 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. *:• I, * / * • •. t.•'/,' E OF ��i ''. • 4 1! eN V.-„.• 4" R ji,'40NAI -,s Joaquin Velez PE No.68182 MfTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 4,2015 _ V WARNING-Verify design parunaters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIL7473 rev.10/03/2015 BEFORE USE Mt Design valid for use only with Ml tekSf connectors.TNs design Is based only upon Fxrcrneters shown.and Is for an Individual gadding component-not a truss system.Before use.the Ixdaing designer must verily the appllcaldlty of design parameters and properly Incorporate this design Into the overall Folding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' Is always required for stabNlly and to prevent collapse with posstle personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of houses and truss systems,seoANSI/1P1I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plane Institute,218 N.lee Street,Stile 312,Alexarxiria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Guider const./McGurrin-Garage/JK T7607156'. J140448A FF02A Floor 13 1 _f - 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-CzV1C1aGg9VHFLYSCmcQ9u7av1U5tYNZfGvcVwyMXuU 0-1-8 1-1-8 Hi 1-4-4 'i ____-8 1.4.4 1 118 1 1-3-0 1 1 1-8-0 Scale=1:37.6 6x12 M18SHS= , 43.0 3x6= 4x4= 4x7= )4x10= 1.5x4 II 4x4= 5 6 7 8 9 10 11 12 13 C a 2 mums. .1 11 \� 11 .� �I 1 �.� ro i.L O 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 4x10= 4x4= 3x5= 3x5= 3x6 I 3x6 I 3x6 II 3x6 II 3x5= 3x10 MT2OHS FP= 4x4= 4x7= 1.8-0 3-1-0 6-0-0 8-6-0 9-9-0 11-8-0 12-11-0 15-5-0 17-11-0 20-5-0 21-11-0 1 1-8-0 I 1-5-0 2-11-0 I 2-6-0 I 13-0 I 1.11-0 1 13-0 I 2-6-0 I 2-6-0 1 2-6-0 I 1-6-0 1 Plate Offsets(X,Y)-- (1:Edge,0-1-8],[3:0-1-8,Edge],f4:0-5-12,Edge],f6:0-1-8,Edge],f13:0-3-0,Edge),_[21:0-3-0,0-0-0],f27:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TOLL 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 MT2OHS 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 FBC2010/TPI2007 (Matrix) Weight:128 lb 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 DSS(tlat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 29=1116/Mechanical,14=1123/Mechanical FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)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=0/3650, 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- `,`/1111111/j,I 1)Unbalanced floor live loads have been considered for this design. ,,�° Qv)N VF //e, 2)All plates are MT20 plates unless otherwise indicated. ,�•OP. �� 3)All plates are 3x3 MT20 unless otherwise indicated. .• , .•'‘G E N �• i 4)Refer to girder(s)for truss to truss connections. .: • V\ `. $' .. •• 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 3-10d(0.131"X 3")nails. Strongbacks to, No 681 82 = be attached to walls at their outer ends or restrained by other means. *: :* 7)CAUTION,Do not erect truss backwards. - : I 1k ' r•.P ,, • E OF 'LL/• -• O �� ,, ∎I1 /ONA1- " os� 111111// Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 4,2015 p 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8.7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with Mlleki>connectors.Ibis design is bused only upon paxa rooters shown.and Is for an individual b ulding component,not a truss system.Before use.the tucking designer must vedly the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual 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 Wu/and property damage. For general guidance regordng the I fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.DSB-89 and BCSI BuIWIng Component 6904 Parke East Blvd. Safely Information avdklle from less Plate institute,'118 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa.FL 33610 ■ Job truss Truss Type •Qty Ply Grider const./McGurrin•Garage/JK I T7607159�. J140448A FF03 FLOOR 16 1 I 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_02U NhdEwH I az8J Ud-g93P P HyvbSd8sV6f m U7f i5f rbRkiO4mj uvf A2MyMXuT I 1.3-0 I 1 2-0-0 I Scale:1/2•=1' 3x6= — 2 3 4 53 6 7 i —\..)-■■■.„......... . . ........411L.41.1 0 — 14 13 12 11 10 9 4x4= 3x6= 4x4= I 14.3-0 I 14.3-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loo) I/defl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(TL) -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!nor YES WB 0.27 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code FBC201O/TPI2007 (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. (lb/size) 15=728/0-3-8,8=728/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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=0/467,5-10=-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. .,�0%PQUIN v6.1//,�� � " GENg" �c.''i. No 68182 ...:„,,, ,,,/ i * • .. •ft, • E OF 'LU o • / OFON".• r.- it�;�0NAI 00 Joaquin Velez PE No.68182 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 4,2015 ■ 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IS Design valid for use only with Mlleka connectors.Bnls design Is based only upon parameters shown,and Is for an hcflvkAxi building component.not a truss system.Before use,the txikeng designer must verity the applicability of designs 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 skitilty and to prevent collq se with possible personal inky/and property damage. For general guidance regarding the ktvk:ailm,storage,delivery,ereclto n and bracing of trursses and tnrss systems,seeANSI/1PI1 Quality Criteria.058-09 and BCSI BuNtling Component 6904 Parke East Blvd. Safety Information avcBarnle from Truss Plate institute,218 N.Lee Sheet,Suite 312,Nexandrla VA 22314. Tampa.FL 33610 Job Truss j Truss Type ' Qty Ply Glider const.I McGurrin-Garage I JK 77607160 J140448A FF04 Floor 4 1 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 ID:GfbAEY1pU7_02UNhdEwH Iaz8JUd-g93PPHyvbSd8sV6ImU7fi5tvJRwEO7SjuvfA2MyMXuT I 1-3-0 I I t-10.11 3x3 ! 5x8= Scale=1:1i.1 1 3x6= 21.554 11 3 4 • • r_F 10 • S 5x8= 0 e L . . . . . • 0 1 _ 3x3= 1.5x4 I I 8 7 6 5 3x3= 3x3 3-7-11 I 5-4-11 I 3-7-11 1-9-0 Plate Offsets( ,Y)-- [4:0-2-0,Edge),[9:0-3-8,0-1-41 - LOADING(psi) SPACING- 1-7-3 I CSI. l DEFL. in (hoc) I/deft Lid 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 FBC2010/TPI2007 (Matrix) Weight:32 lb 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. (lb/size) 8=261/Mechanical,10=240/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-259/0,1-2=-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 ANSI/TPI 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 ,00111111/i/ be attached to walls at their outer ends or restrained by other means. ``%1 U 1 N 1,/ '/I, 6)CAUTION,Do not erect truss backwards. %%0 P• 4F/j � .••‘.......E N S ��. " \.' F ' i No 68182 ---13,..0.• r/ / * • ... ..Iftl. • E OF :14/. �-,�• 4 O R 1 O P �Z�. �'/// ,,........ ,os- Joaquin Velez PE No.68182 MITek USA,Inc.FL Celt 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 4,2015 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIIek/S connectors.tires design is based only urxm rxxameters shown,and Is for an IndiMdual building component,not �� a truss system.Before use,the bulking designer must verily the applicability of design parameters a d properly Incorporate this design Into the overall biding design. Bracing Indicated is to prevent buckling of IndNidud truss web and/or chord members only. Addikrsai temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. 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QQ 3 m QS m3 mm c0• £ s �0 3a n (1).5 <°a 6 `° T 3 n O NQ CD �' -O Op O �" a 7 $al m O 0 NO N £fl o' a a 0 3Q 3 m' (D CD 3 cg N [ Builder: 1 Job Information Grider Construction Job::: J1514-3024148A 2057 Vela Norte Circle Atlantic Beach, FL 32233 File (904)463-4606 Salesman:David Price Designer: John Knight Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss @mbs-corp.com McGurrin -Garage Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 11/09/15 659 Beach Ave Del. Date: / / Atlantic Beach, FL Cover Sheet Truss Level: FLOOR QTY DEPTH BASE O/A END TYP: INT BEARING CANTILEVER PROFILE PLY ID SPAN SPAN RIGHT® LOCATION LEFT RIGHT RIGHT 01-04-00 3 FF01 21-11-00 21-11-00 E 1 ® 01-04-00 7 FF02 21-11-00 21-11-00 i _ -- p�0400 �_ -.__... ..._� -�- 3. FF02A 21-11-00 21-11-00 E 3 1 ® 1 01-0400 - - - — --- ------ 18 FF03 14-03-00 14-03-00 4 01F-F004.400 05-04-11 05-04-11 ITEMS IQTY PLY ITEM TYPE I SIZE LENGTH NOTES FT-IN-16 1 2 SS-LMATL FB-2-onCENTER®LVL 2.0E 1 3/ 18-00-00 1 SS-LMATL T FB-3-onCENTER®LVL 2.0E 1 3/ _-- 08-00-00 1 Hanger HGUS48 ----- --- 3 Hanger --- HHUS48 83 Hanger THA422